1. INTRODUCTION
⌅‘Sustainable
construction’ and ‘circular economy’ are topical concerns directly
relevant to the Sustainable Development Goals (SDGs) defined by the UN
in 2015 and set out in Agenda 2030 (1-31.
Mindess, S. (2019) Sustainability of Concrete. Chapter 1.
Sustainability of Concrete. Modern Concrete Techonology Book 17. Ed.:
Routledge.
2. Circular Economy. UE: https://ec.europa.eu/commission/priorities/jobs-growth-and-investment/towards-circular-economy_es, 2016.
3. ONU. Sustainability Development Goals. Paris. 2015. https://www.agenda2030.gob.es/
) These SDGs looking for the peace and prosperity
for people and the planet, now and into the future; among them is (Goal
11) “Make cities inclusive, safe, resilient and sustainable”. The
ultimate aim is to build a more sustainable world able to meet the needs
of today’s population without compromising those of tomorrow’s.
One
of the scientifically and technologically viable means of reaching the
construction industry’s sustainability targets is to reuse or valorise
industrial waste/by-products (of widely differing origin and
composition) to manufacture building materials, primarily cements and
concretes and to added to achive to achive the low-carbon economy in
Europe, (44. Roadmap 2020. European Commission. https://www.roadmap2050.eu.
). Such waste/by-products can be used to partially or wholly replace the main components of such materials (5-75.
García-Díaz. I.; Puertas, F. (2011) Empleo de residuos cerámicos como
materia prima alternativa en la fabricación de cemento Portland (in
spanish). Monografías del IETcc. Ed. CSIC.
6. Savić, A.; Martinović,
S.; Vlahović, M.; Volkov-Husović, T. (2020) Effects of waste sulfur
content on properties of self-compacting concrete. Mater. Construcc. 70 [338], e216, https://doi.org/10.3989/mc.2020.06919.
7.
Gonzalez-Triviño, I.; Pascual-Cosp, J.; Moreno, B.; Benitez-Guerrero,
M. (2019) Manufacture of ceramics with high mechanical properties from
red mud and granite waste. Mater. Construcc. 69 [333], e180, https://doi.org/10.3989/mc.2019.03818.
).
Their use may mitigate the adverse environmental impact inherent in the
energy consumption, use of vast quantities of natural resources and
water and emission of greenhouse gases associated with cement and
concrete manufacture (88.
Scrivener, K.L.; John, V. M.; Gartner, E.M. (2016) Eco-efficient
cements: Potential, economically viable solutions for a low-CO2, cement based materials industry. United Nations & Environment Programm, 2016.
).
Deploying industrial waste/by-products as alternative materials in building material manufacture has become standard practice (99.
Mora, J.C.; Baeza, A.; Robles, B.; Sanz, J. (2016) Assessment for the
management of NORM wastes in conventional hazardous and nonhazardous
waste landfills. J. Haz. Mat. 310, 161-169, https://doi.org/10.1016/j.jhazmat.2016.02.039.
).
Nonetheless, all necessary precautions must be taken to ensure that the
inclusion and use of such materials entail no new health hazard for
people or their environment. During their generation industrial
waste/by-products may be contaminated with heavy metals or other
undesirable chemicals or acquire high levels of natural radioactivity,
which may adversely condition their deployment as alternative or
secondary materials. In-depth and realistic study of such industrial
waste is consequently requisite to their use in building materials (11.
Mindess, S. (2019) Sustainability of Concrete. Chapter 1.
Sustainability of Concrete. Modern Concrete Techonology Book 17. Ed.:
Routledge.
, 1010.
Labrincha, J.; Puertas, F.; Schroeyers, W.; Kovler, K.; Pontikes, Y.;
Nuccetelli, C.; Krivenko, P.V.; Kovalchuk, O.; Petropavlovsky, O.;
Komljenovic, M.; Fidanchevski, E.; Wiegers, R.; Volceanov. E.; Gunay,
E.; Sanjuán, M. A.; Ducman, V.; Angjusheva, B.; Bajare, D.; Kovacs, T.;
Bator, G.; Schreurs, S.; Aguiar, J.; Provis, J.L. (2017) From NORM
by-products to building materials. In Naturally Ocurring Radiactive
Materials in Construction. Chapter 7. Ed. W. Schroeyers. Elservier,
183-252, https://doi.org/10.1016/B978-0-08-102009-8.00007-4.
, 1111. Martín Matarranz, J.L. (2013) Riesgo Radiológico de las industrias no nucleares. Ph. D Thesis. Universidad de Cantabria.
).
This paper focuses on the state of the art of the naturally occurring radioactive (NORM) waste/by-products that can be used in cement and concrete design and manufacture. Natural radioactivity is present not only in industrial waste and by-products, but also in natural materials such as granite. Updated data on the use of aggregates in mortar and concrete manufacture are therefore likewise discussed in this review. A separate section is included on the current understanding of the radiological behaviour of alternative cements and concretes such as alkali-activated systems or geopolymers, which may bear NORM waste as basic raw materials (precursor and alkaline activator). The article concludes with a series of recommendations on the preparation and use of cements and concretes containing naturally occurring radioactive materials.
2. RADIOACTIVITY AND NATURAL RADIOACTIVITY: THE BASICS
⌅2.1. Types of radioactivity
⌅Radioactivity
is the result of spontaneous nuclide decay with the emission of
radiation, i.e., α and β particles together normally in conjunction with
electromagnetic waves in the form of γ-radiation and X-rays (1212.
Kovler. K.; Fridman, H.; Michalik, B.; Schroeyers, W.; Tsapalov, A.;
Antropov, S.; Bituh, T.; Nicolaides, D. (2017) Basic aspects of natural
radioactivity. In Naturally Ocurring Radiactive Materials in
Construction. Ed. W. Schroeyers. Elservier. Chapter 3. 13-16.
).
In the International System the unit used to express radionuclide
activity is the becquerel (Bq), equal to the activity of a quantity of a
radionuclide spontaneously decaying at a rate of one nuclear transition
per second. During decay, the so-called parent nuclide transitions to a
different type of nucleus, known as the daughter, which may be a
different chemical element or an isotope, depending on the type of
decay. The energy emitted, either directly (α- or β-radiation) or
indirectly (γ-radiation or X-rays) suffices to strip electrons off and
thus ionising any atom in the path of radiation (1212.
Kovler. K.; Fridman, H.; Michalik, B.; Schroeyers, W.; Tsapalov, A.;
Antropov, S.; Bituh, T.; Nicolaides, D. (2017) Basic aspects of natural
radioactivity. In Naturally Ocurring Radiactive Materials in
Construction. Ed. W. Schroeyers. Elservier. Chapter 3. 13-16.
). A brief description of the above four types of radiation follows.
Alpha
(α) radiation consists in α-particles containing 2 protons and 2
neutrons: i.e., it is identical to the nucleus of the He atom. Alpha
particles are characterised by a relatively large mass and a positive
elementary electrical charge of 2, an indication of low penetrating
power. In biological tissues its path is no longer than a few tens of
micrometres. Alpha radiation is ionising, generating more ions per unit
length in the host matter than other types of radiation because the
particles shed all their energy over a short distance. Alpha emitters
induce primarily internal exposure via inhalation, ingestion or contact
with the skin (1212.
Kovler. K.; Fridman, H.; Michalik, B.; Schroeyers, W.; Tsapalov, A.;
Antropov, S.; Bituh, T.; Nicolaides, D. (2017) Basic aspects of natural
radioactivity. In Naturally Ocurring Radiactive Materials in
Construction. Ed. W. Schroeyers. Elservier. Chapter 3. 13-16.
).
Beta (β) radiation comprises β-particles, either electrons with a negative elementary charge or, less commonly, positrons or particles with a positive elementary electrical charge equal to the electron’s negative charge. As an electron’s mass is about 8000 times smaller than α-particle mass, β-radiation has moderate penetrating power. Exposure to beta particles is more of an external and less of an internal radiation hazard than exposure to alpha particles. The external radiation attributable to beta particles is confined primarily to the epidermis or outer layers of skin, although it may also be harmful to the crystalline lens of the eye.
Gamma (γ) radiation consists in high-energy photons (electromagnetic waves) emitted by the nucleus. This type of radiation is only weakly ionising but has high penetrating power and can travel across hundreds of meters of air. Thick concrete or lead shielding is normally used as protection against γ-radiation, exposure to which primarily affects external body parts. Given the high penetrating power of gamma rays, the energy released in internal exposure is absorbed by a smaller volume of tissue than is impacted by alpha or beta radiation. Internal exposure to gamma radiation is therefore less of a health hazard than similar exposure to alpha or beta radiation.
X-rays are electromagnetic waves emitted from the atomic shell, normally carrying lower energy than γ-radiation.
Radiation
can be classified from two perspectives: whether or not it is ionising
and whether natural or artificial. Ionising radiation is electromagnetic
or corpuscular. When interacting with matter it ionises its atoms,
modifying the atomic structure of the host material and inducing
chemical reactions. Non-ionising radiation, which lacks that capacity,
generates electromagnetic fields and optical radiation (1313.
Piedecausa García, B.; Chinchón Payá, S.; Morales, M.A.; Sanjuán
Barbudo, M.A. (2011) Radiactividad natural de los materiales de
construcción. Aplicación al hormigón. Parte II. Radiación interna: Gas
radón. Cemento y Hormigón. 946, 34-50.
).
Natural radiation is the radiation present in the air, the Earth’s crust, outer space, foodstuffs and even inside animal and human bodies. Artificial radiation is generated by human activity, such as in the wake of nuclear explosions or accidents, industrial activity or medical testing. All exist in the environment and impact human beings and all other species. Humans receive both natural and artificial radiation in the mean yearly proportions illustrated in Figure 1.
2.2. Naturally occurring radioactive materials (NORM). NORM industries
⌅As
the name infers, naturally occurring radioactive materials (NORM) are
radioactive materials of natural origin whose potential as a hazard in
their unaltered state may be enhanced by human technological
manipulation. Pastor et al. (1414.
Pastor, A.; Dovorzhak, A.; Mora, J.C. (2016) Hacia un inventario
español de industrias generadoras de residuos NORM. Radioprotección. 86,
28-32.
) define NORM waste (in Spain) as material for
which the generator envisages no use and which exhibits a natural
nuclide concentration higher than stipulated for exemption and clearence
"exemption and clearanceas per Spanish Ministry of Industry, Energy and
Tourism (IET) order 1946/2013 (1515.
Orden IET/1946/2013, de 17 de octubre, por la que se regula la gestión
de los residuos generados en las actividades que utilizan materiales que
contienen radionucleidos naturales. 23 de octubre de 2013 (in spanish).
) (Table 1) (1414.
Pastor, A.; Dovorzhak, A.; Mora, J.C. (2016) Hacia un inventario
español de industrias generadoras de residuos NORM. Radioprotección. 86,
28-32.
). Such waste must therefore be managed bearing
in mind both its nature as industrial residue and the characteristics
intrinsic to NORM materials.
NORM waste may be generated by a number of industries, and most significantly those listed in Table 2 (1414.
Pastor, A.; Dovorzhak, A.; Mora, J.C. (2016) Hacia un inventario
español de industrias generadoras de residuos NORM. Radioprotección. 86,
28-32.
). Its management, the responsibility of the
generators, entails determining the most suitable type of processing
based on its radiological characterisation.
).
Radionuclide | All materials | Oil and gas sludges |
---|---|---|
U-238 (Sec.) incl. U-235 (Sec.) | 0.5 | 5 |
U natural | 5 | 100 |
Th-230 | 10 | 100 |
Ra-226+ | 0.5 | 5 |
Pb-210+ | 5 | 100 |
Po-210 | 5 | 100 |
U-235 (sec) | 1 | 10 |
U-235 + | 5 | 50 |
Pa-231 | 5 | 50 |
Ac-227+ | 1 | 10 |
Th-232 (sec) | 0.5 | 5 |
Th-232 | 5 | 100 |
Ra-228+ | 1 | 10 |
Th-228+ | 0.5 | 5 |
K-40 | 5 | 100 |
[Sec.: radionuclide in secular equilibrium with all its progeny; +: radionuclide in secular equilibrium with all its short-lived progeny]
).
Industry |
---|
Rare earth mining |
Rare earth extraction from monazite |
Thorium and thorium compound manufacture and use |
Niobium and ferro niobium production |
Niobium/tantalum ore processing |
Gas and oil production |
Cement production, clinker kiln maintenance |
Titanium dioxide (TiO2) pigment manufacture |
Phosphate industry (phosphoric acid and phosphate fertiliser production) |
Zircon and zirconium industry |
Tin, copper, aluminium, iron, steel, zinc and lead production |
Coal-fired steam power plants, boiler maintenance |
Geothermal energy production |
Non-uranium mineral mining |
Underground water filtering facilities |
Granite
is a naturally radioactive material used in building or as a component
in concretes. It has a high activity concentration of certain natural
radioactive series, including uranium, thorium, actinium and potassium (16-1816. Allam, M.E.; Bakhoum, E.S.; Gara, G.L.K. (2014) Re-use of granites sludge in producing Green concrete. ARPN. J. Eng. Appl. Sci. 9 [12], e2737. 2731-2737.
17. Condomines, M.; Hemond, C.; Allègre, C. (1988) UThRa radioactive disequilibria and magmatic processes. Earth Planet. Sci. Lett. 90 [3], 243-262.
18. Plant, J.A.; Saunders, A. D. (1996) The Radioactive Earth. Rad. Protec. Dosim. 68 [1-2], 25-36.
). A recent study conducted by the present authors (1919.
Suárez-Navarro, J.A.; Alonso, M.M.; Gascó, C.; Pachón, A.;
Carmona-Quiroga, P.M.; Argiz, C.; Sanjuán, M.A.; Puertas, F. (accepted
2021) Effect of particle size and composition of granitic sands on the
radiological behavior of mortars. Bol. Soc. Esp. Cer. Vid. Available online 2 June 2021. https://doi.org/10.1016/j.bsecv.2021.05.001.
)
showed that granite aggregate particle size distribution affects
activity concentration, with smaller particle sizes inducing higher
activity. This matter is discussed in greater depth in a subsequent
section.
3. NORM WASTE USED IN CEMENT AND CONCRETE PRODUCTION
⌅A
wide variety of waste types and other materials with natural
radioactivity can be used in cement and concrete manufacture. Some, such
as coal-fired steam power plant fly ash and blast furnace slag, have
been in use for decades. Fairly recent evidence of radioactive emissions
from those materials, however, necessitates acquiring an understanding
of and as far as possible controlling such radioactivity. Those two
materials are described in detail in (1010.
Labrincha, J.; Puertas, F.; Schroeyers, W.; Kovler, K.; Pontikes, Y.;
Nuccetelli, C.; Krivenko, P.V.; Kovalchuk, O.; Petropavlovsky, O.;
Komljenovic, M.; Fidanchevski, E.; Wiegers, R.; Volceanov. E.; Gunay,
E.; Sanjuán, M. A.; Ducman, V.; Angjusheva, B.; Bajare, D.; Kovacs, T.;
Bator, G.; Schreurs, S.; Aguiar, J.; Provis, J.L. (2017) From NORM
by-products to building materials. In Naturally Ocurring Radiactive
Materials in Construction. Chapter 7. Ed. W. Schroeyers. Elservier,
183-252, https://doi.org/10.1016/B978-0-08-102009-8.00007-4.
) and (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
The
use of industrial waste/by-products in Portland clinker and cement
manufacture is closely related to sustainability and sustainable
construction. It has become a standard practice progressively applied to
all the processes involved in producing those building materials: from
the total or partial replacement of the natural materials and fuel used
in raw mixes to the inclusion of active additions (supplementary
cementitious materials, SCMs). Such residue is even deployed in the
development of new alternative cements or new formulations, such as
alkali-activated materials (also called geopolymers). Moreover, of the
27 types of ordinary cement listed in European standard EN 197-1: 2011 (2121. EN-197-1: (2011). Part 1: Composition, specifications and conformity criteria for common cements.
),
26 contain some manner of supplementary cementitious materials (SCMs)
which may be industrial waste/by-products such as siliceous or
calcareous fly ash, blast furnace slag or silica fume (Table 3).
The
partial replacement of the standard raw materials (essentially
limestone and clay) in Portland raw mixes with industrial
waste/by-products to manufacture Portland cement clinker is an area of
scientific and technological research routinely conducted on site at
clinker and cement plants. Such replacement lowers greenhouse gas
emissions (primarily CO2) as well as the need for raw
material (mainly limestone) quarrying. Some of that waste, including
crystallised blast furnace slag (2222.
Puertas, F.; Blanco-Varela, M. T.; Palomo, A.; Vázquez, T. (1988)
Reactivity and burnability of raw mixes made with crystallized
blastfurnace slags. Part I. and Part II. Zement-Kalk-Gips; 41, (389-402)
and (628-631).
), by-products of fired clay product manufacture (2323.
Puertas, F.; García-Díaz, I.; Palacios, M.; Gazulla, M.F.; Gómez, M.P.;
Orduña, M. (2010) Clinkers and cements obtained from raw mix containing
ceramic waste as a raw material. Characterization, hydration and
leaching studies. Cem. Concr. Comp. 32 [3], 175-186 https://doi.org/10.1016/j.cemconcomp.2009.11.011.
) or waste generated in aluminium recycling (2424.
Blanco-Varela, M. T.; Puertas, F.; Palomo, A.; Vázquez, T.; Artola, P.;
Alfaro, L. (2000) Aptitud a la cocción de crudos de cemento Portland
usando Paval como materia prima. Cemento y Hormigón (in Spanish) 809,
358-377.
), may constitute NORMs. The use of other
kinds of waste (such as meat meal or crushed tyre ash, used solvents and
oils) as partial substitutes for fossil fuels (primarily gas-oil) in
cement kilns has likewise been studied (2525.
Puertas, F.; Blanco-Varela, M.T. (2004). Use of alternative fuels in
cement manufacture. Effect on clinker and cement characteristics and
properties. Mater. Construcc. 54 [274], 51-64. https://doi.org/10.3989/mc.2004.v54.i274.232.
).
In
other words, Portland cement is directly related to the use of
industrial waste/by-products, many of which may exhibit some natural
radiation that must be understood, determined and controlled. Of
particular interest in that regard are cements that serve as
alternatives to OPC such as alkali-activated cements (also called
geopolymers). The two essential components in those materials are a
precursor (with a chemical composition defined in the CaO-SiO2- Al2O3) system) (26-3026.
Palomo, A.; Krivenko, P.; Garcia-Lodeiro, I.; Kavalerova, E.; Maltseva,
O.; Fernández-Jiménez, A. (2014) A review on alkaline activation: new
analytical perspectives. Mater. Construcc. 64 [315], e022. https://doi.org/10.3989/mc.2014.00314.
27.
Robayo-Salazar, R.; Mejía de Gutierrez, R.; Puertas, F. (2019)
Alkali-activated binary concrete based on a natural pozzolan: physical,
mechanical and microstructural characterization. Mater. Construcc. 69 [335], e191 https://doi.org/10.3989/mc.2019.06618.
28.
Pacheco-Torgal, F.; Labrincha, J.A.; Leonelli, C.; Palomo, A.;
Chindaprasirt, P. (Eds.). (2015) Handbook of Alkali-activated cements,
mortars and concretes. Woodhead Publishing Series in Civil and
Structural Engineering.
29. Provis, J.L.; van Deventer, J.J. (Eds).
(2014) Alkali Activated Materials. State of the Art Report, ILEM TC
224-AAM. Springer. https://doi.org/10.1007/978-94-007-7672-2.
30. Shi, C.; Krivenko, P.; Roy, D. (2006) Alkali-Activated Cements and Concretes. Taylor and Francis, London and New York.
)
and a solid or liquid alkaline activator. The latter is used to ensure a
highly alkaline (pH>13) medium to dissolve the precursor and induce
the condensation, coagulation and precipitation of layered and/or
three-dimensional, highly compacted, high-strength reaction products. In
such systems, both precursor and activator may consist in industrial
waste/by-products (30-3530. Shi, C.; Krivenko, P.; Roy, D. (2006) Alkali-Activated Cements and Concretes. Taylor and Francis, London and New York.
31.
Shi, C.; Fernández Jiménez, A.; Palomo, A. (2011) New cements for the
21st century: The pursuit of an alternative to Portland cement. Cem. Concr. Res., 41, 750-763, https://doi.org/10.1016/j.cemconres.2011.03.016.
32.
Puertas, F.; Torres-Carrasco, M. (2014) Use of glass waste as an
activator in the preparation of alkali-activated slag cements.
Mechanical strength and paste characterisation. Cem. Concr. Res., 57, 95-104. https://doi.org/10.1016/j.cemconres.2013.12.005.
33.
Torres-Carrasco, M.; Puertas, F. (2015). Waste glass in the geopolymer
preparation. Mechanical and microstructural characterisation. J. Clean. Prod. 90, 397-408. https://doi.org/10.1016/j.jclepro.2014.11.074.
34.
Mejía, J.M.; Mejía de Gutiérrez, R.; Puertas, F. (2013) Rice husk ash
as a source of silica in alkali-activated fly ash and granulated blast
furnace slag systems. Mater. Construcc. 63 [311], 361-375. https://doi.org/10.3989/mc.2013.04712.
35.
Shi, C.; Shi, Z.; Hu, X.; Zhao, R.; Chong, L. (2015) A review on
alkali-aggregate reactions in alkali-activated mortars/concretes made
with alkali-reactive aggregates. Mater. Struct. 48, 621-628. https://doi.org/10.1617/s11527-014-0505-2.
). The precursors may be thermally and alkali-activated clays (such as metakaolin) (3636.
Pérez-Cortes, P.; Escalante-García, J.I. (2020) Alkali activated
metakaolin with high limestone contents-Statistical modeling of strength
and environmental and cost analyses. Cem. Concr. Comp. 106, 103450 https://doi.org/10.1016/j.cemconcomp.2019.103450.
),
although in most alkaline cements (or geopolymers) practically 100 % of
the precursor is an industrial waste/by-product. The ones most widely
used are vitreous or glassy blast furnace slag and aluminosilicate fly
ash (ASTM type F) or a combination of the two (3737.
Puertas, F.; Martínez-Ramírez, S.; Alonso, S.; Vázquez, T. (2000)
Alkali-activated fly ash/slag cement. Strength behaviour and hydration
products. Cem. Concr. Res. 30 [10], 1625-1632. https://doi.org/10.1016/S0008-8846(00)00298-2.
). Other precursors may also be deployed, including rice husk ash (3434.
Mejía, J.M.; Mejía de Gutiérrez, R.; Puertas, F. (2013) Rice husk ash
as a source of silica in alkali-activated fly ash and granulated blast
furnace slag systems. Mater. Construcc. 63 [311], 361-375. https://doi.org/10.3989/mc.2013.04712.
), waste glass (3838.
Torres-Carrasco, M.; Puertas, F. (2017) Waste glass as a precursor in
alkaline activation: chemical process and hydration products. Construc. Build. Mat. 139, 342-354 https://doi.org/10.1016/j.conbuildmat.2017.02.071.
), urban solid, including construction and demolition, waste (3939.
Payá, J.; Agrela, F.; Rosales, J.; Martín Morales, M.; Borrachero, M.V.
(2019) Application of alkali-activated industrial waste. New Trends Eco-effic. Recyc. Concr. 357-424. https://doi.org/10.1016/B978-0-08-102480-5.00013-0.
), spent FCC catalysts (4040.
Mas, M.A.; Tashima, M.M.; Payá, J.; Borrachero, M.V.; Soriano, L.;
Monzó, J.M. (2015) A binder from alkali activation of FCC waste: Use in
roof tiles fabrication. Key Eng. Mat. 668, 411-418. https://doi.org/10.4028/www.scientific.net/KEM.668.411.
) and ceramic industry waste (4141.
Puertas, F.; Barba, A.; Gazulla, M.F.; Gómez, M.P.; Palacios, M.;
Martínez-Ramírez, S. (2006) Ceramic wastes as raw materials in pórtland
cement clinker fabrication: characterization and alkaline activation. Mater. Construcc. 56 [281], 73-84 https://doi.org/10.3989/mc.2006.v56.i281.94.
).
The alkaline activators conventionally used, NaOH, KOH and waterglass,
may in turn be replaced by waste materials such as waste glass waste (3232.
Puertas, F.; Torres-Carrasco, M. (2014) Use of glass waste as an
activator in the preparation of alkali-activated slag cements.
Mechanical strength and paste characterisation. Cem. Concr. Res., 57, 95-104. https://doi.org/10.1016/j.cemconres.2013.12.005.
, 3333.
Torres-Carrasco, M.; Puertas, F. (2015). Waste glass in the geopolymer
preparation. Mechanical and microstructural characterisation. J. Clean. Prod. 90, 397-408. https://doi.org/10.1016/j.jclepro.2014.11.074.
, 4242.
Burciaga-Díaz, O.; Durón-Sifuentes, M.; Díaz-Guillén, J.A.;
Escalante-García, J.I. (2020) Effect of waste glass incorporation on the
properties of geopolymers formulated with low purity metakaolin. Cem. Concr. Comp. 107, 103492 https://doi.org/10.1016/j.cemconcomp.2019.103492.
) or biomass ash (4343.
Alonso, M.M.; Gascó, C.; Martín Morales, M.; Suárez-Navarro, J.A.;
Zamorano, M.; Puertas, F. (2019) Olive Biomas ash as an alternative
activator in geopolymer formation: A study of strenth, radiology and
leaching behaviour. Cem. Concr. Comp. 104, 103384. https://doi.org/10.1016/j.cemconcomp.2019.103384.
, 4444.
de Moraes Pinheiro, S.M.; Font, A.; Soriano, L.; Tashima, M.M.; Monzó,
J.M.; Borrachero, M.V.; Payá, J. (2018) Olive-stone biomass ash (OBA):
An alternative alkaline source for the blast furnace slag activation. Construc. Build. Mat. 178, 30. 327-338. https://doi.org/10.1016/j.conbuildmat.2018.05.157.
), which have proven to be highly effective alkaline activators.
Main Types | Notation of the 27 products (types of common cement) | Composition (percentage by massa) | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Main constituents | Minor additional constituents | ||||||||||||
Clinker | Blastfurnace slag | Silica fume | Pozzolana | Fly ash | Burnt shale | Limestone | |||||||
natural | natural calcined | siliceous | calcareous | ||||||||||
K | S | Db | P | Q | V | W | T | L | LL | ||||
CEM I | Portland cement | CEM I | 95-100 | - | - | - | - | - | - | - | - | - | 0-5 |
CEM II | Portland-slag cement | CEM II/A-S | 80-94 | 6-20 | - | - | - | - | - | - | - | - | 0-5 |
CEM II/B-S | 65-79 | 21-35 | - | - | - | - | - | - | - | - | 0-5 | ||
Portland-silica fume cement | CEM II/A-D | 90-94 | - | 6-10 | - | - | - | - | - | - | - | 0-5 | |
Portland-pozzolana cement | CEM II/A-P | 80-94 | - | - | 6-20 | - | - | - | - | - | - | 0-5 | |
CEM II/B-P | 65-79 | - | - | 21-35 | - | - | - | - | - | - | 0-5 | ||
CEM II/A-Q | 80-94 | - | - | - | 6-20 | - | - | - | - | - | 0-5 | ||
CEM II/B-Q | 65-79 | - | - | - | 21-35 | - | - | - | - | - | 0-5 | ||
Portland-fly ash cement | CEM II/A-V | 80-94 | - | - | - | - | 6-20 | - | - | - | - | 0-5 | |
CEM II/B-V | 65-79 | - | - | - | - | 21-35 | - | - | - | - | 0-5 | ||
CEM II/A-W | 80-94 | - | - | - | - | - | 6-20 | - | - | - | 0-5 | ||
CEM II/B-W | 65-79 | - | - | - | - | - | 21-35 | - | - | - | 0-5 | ||
Portland-burnt shale cement | CEM II/A-T | 80-94 | - | - | - | - | - | - | 6-20 | - | - | 0-5 | |
CEM II/B-T | 65-79 | - | - | - | - | - | - | 21-35 | - | - | 0-5 | ||
Portland limestone cement | CEM II/A-L | 80-94 | - | - | - | - | - | - | - | 6-20 | - | 0-5 | |
CEM II/B-L | 65-79 | - | - | - | - | - | - | - | 21-35 | - | 0-5 | ||
CEM II/A-LL | 80-94 | - | - | - | - | - | - | - | - | 6-20 | 0-5 | ||
CEM II/B-LL | 65-79 | - | - | - | - | - | - | - | - | 21-35 | 0-5 | ||
Portland-composite cementc | CEM II/A-M | 80-94 | <------------------------------------------------- 6-20-----------------------------------------------> | 0-5 | |||||||||
CEM II/B-M | 65-79 | <-------------------------------------------------21-35----------------------------------------------> | 0-5 | ||||||||||
CEM III | Blastfurnace cement | CEM III/A | 35-64 | 36-65 | - | - | - | - | - | - | - | - | 0-5 |
CEM III/B | 20-34 | 66-80 | - | - | - | - | - | - | 0-5 | ||||
CEM III/C | 5-19 | 81-95 | - | - | - | - | - | - | 0-5 | ||||
CEM IV | Pozzolanic cementc | CEM IV/A | 65-89 | - | <--------------------------11-35-------------------------> | - | 0-5 | ||||||
CEM IV/B | 45-64 | - | <---------------------------6-55--------------------------> | - | 0-5 | ||||||||
CEM V | Composite cementc | CEM V/A | 40-64 | 18-30 | - | <--------18-30-------> | - | - | - | 0-5 | |||
CEM V/B | 20-38 | 31-50 | - | <-------- 31-50-------> | - | - | - | 0-5 |
aThe values in the table refer to the sum of the main and minor additional constituents
bThe proportion of silica fume is limited to 10%
cIn
Portland-composite cements CEM II/A-M and CEM II/B-M, in pozzolanic
cements CEM IV/A and CEM IV/B and in composite cements CEM V/A and CEM
V/B the main constituents other than clinker shall be declared by
designation of the cement(for example see clause 8)
Industrial
waste/by-products (fly ash, silica fume) may also be used in concrete
manufacture. In addition to construction and demolition waste (CDW),
which plays a well-known role as a source of recycled aggregates (45-4745.
Deloitte (2017) Study on Resource Efficient Use of Mixed Wastes,
Improving of construction and demolition waste - Final Report. Prepared
for the 631 European Commission, DG ENV [31] DWC.
46. Pellegrino, C.;
Faleschini, F.; Meyer, C. (2019) Recycled Materiales in Concrete,
Chapter 2. Sustainability of Concrete. Ed. Pierre-Claude AÍtcin, Sidney
Mindess, Modern Concrete Technology 17.
47. Zhang, L.W.; Sojobi,
A.O.; Kodur, V.K.R.; Liew, K.M. (2019) Effective utilization and
recycling of mixed recycled aggregates for a greener environment. J. Clean. Prod. 236, 117600. https://doi.org/10.1016/j.jclepro.2019.07.075.
),
natural products may also be used: granite, for instance, is of
particular relevance to the present context in light of its high radon
radioactive content and emissions. Organic and inorganic admixtures
(natural or artificial pigments) are also widely used in concrete
manufacture. Some natural pigments may also have a high radioactive (4848.
Suarez-Navarro, J.A.; Lanzón, M.; Moreno-Reyes, A.M.; Gascó, C.;
Alonso, M.M.; Blanco-Varela, M.T.; Puertas, F. (2019). Radiological
behaviour of pigments and water repellents in cement-based mortars. Construc. Build. Mat. 225, 879-885. https://doi.org/10.1016/j.conbuildmat.2019.07.271.
).
Further
to the foregoing, many types of industrial waste/by-products carrying
natural radioactivity are or may be used in cement and concrete
manufacture. By way of summary, NORMs (natural and waste products that
can be used to manufacture these construction materials) may include any
of the following (1010.
Labrincha, J.; Puertas, F.; Schroeyers, W.; Kovler, K.; Pontikes, Y.;
Nuccetelli, C.; Krivenko, P.V.; Kovalchuk, O.; Petropavlovsky, O.;
Komljenovic, M.; Fidanchevski, E.; Wiegers, R.; Volceanov. E.; Gunay,
E.; Sanjuán, M. A.; Ducman, V.; Angjusheva, B.; Bajare, D.; Kovacs, T.;
Bator, G.; Schreurs, S.; Aguiar, J.; Provis, J.L. (2017) From NORM
by-products to building materials. In Naturally Ocurring Radiactive
Materials in Construction. Chapter 7. Ed. W. Schroeyers. Elservier,
183-252, https://doi.org/10.1016/B978-0-08-102009-8.00007-4.
).
4. RADIOLOGICAL BEHAVIOUR IN NORM WASTE, CEMENTS AND CONCRETES
⌅Building materials may exhibit a variable radionuclide content, in particular 226Ra (uranium series), 232Th (thorium series) and 40K. Those three elements are used to determine the activity concentration index (ACI), calculated as per Equation [1]:
where C is the activity concentration in Bq·kg-1 of the respective radionuclides. In building materials C may vary from 1 Bq kg-1 to 4000 Bq kg-1 (4949.
I.A.E.A. Extent of Environmental Contamination by Naturally Occurring
Radioactive Material (NORM) and Technological Options for Mitigation.
Tech. Reports Ser. 419. Vienna, Austria 419. (2003).
, 5050.
CEN/TC 351. Construction products: Assessment of release of dangerous
substances. Radiation from construction products - Dose assessment and
classifications of emitted gamma radiation. (2013).
).
EU Directive 2013/59/Euratom (5151.
Council Directive 2013/59/Euratom of 5 December 2013 laying down basic
safety standards for protection against the dangers arising from
exposure to ionising radiation, and repealing Directives 89/618/Euratom,
90/641/Euratom, 96/29/Euratom, 97/43/Euratom and 2003/122/Euratom.
)
is the most recent European legislation on protection from ionising
radiation. Its Article 75 stipulates that the reference level for indoor
external exposure to gamma radiation emitted by building materials, in
addition to outdoor external exposure, is 1 mSv/year. That value is
determined using radionuclide activity concentration as set out in Equation [1].
The index relates to the gamma radiation dose in excess of typical
outdoor exposure in a building constructed from a specified building
material. It applies to the building material, not its constituents,
except when those constituents are building materials themselves and are
separately assessed as such. For application of the index to such
constituents, in particular residues from industries processing
naturally-occurring radioactive material recycled into building
materials, an appropriate partitioning factor needs to be applied. The
activity concentration index value of 1 can be used as a conservative
screening tool for identifying materials that may cause the reference
level laid down in Article 75 (11.
Mindess, S. (2019) Sustainability of Concrete. Chapter 1.
Sustainability of Concrete. Modern Concrete Techonology Book 17. Ed.:
Routledge.
) to be exceeded. Dose calculation must also
take other factors into account, such as material density, thickness
and intended use (bulk or superficial) and type of building.
226Ra, 232Th and 40K
concentration and the activity of their progeny or others that may be
of relevance to determine radioactivity in these building materials is
determined with gamma spectrometry. For a detailed description of the
methodology and conditions for determining the presence of such
isotopes, see (5252.
Suárez-Navarro, J.A.; Moreno-Reyes, A.M.; Gascó, C.; Alonso, M.M.;
Puertas, F. (2020) Gamma spectrometry and LabSOCS-calculated efficiency
in the radiological characterisation of quadrangular and cubic specimens
of hardened portland cement paste. Rad. Phys. Chem. 171, 108709. https://doi.org/10.1016/j.radphyschem.2020.108709.
, 5353.
Suárez-Navarro, J. A.; Gascó, C.; Alonso, M.M.; Blanco-Varela, M.T.;
Lanzón, M.; Puertas, F. (2018) Use of Genie 2000 and Excel VBA to
correct for γ-ray interference in the determination of NORM building
material activity concentrations. Appl. Radi. Isot. 142, 1-7. https://doi.org/10.1016/j.apradiso.2018.09.019.
).
The following is a discussion of the radiological behaviour of the industrial by-products or supplementary cementitious materials (SCMs) most widely used in cements and concretes and the radiological behaviour of the end products bearing such waste.
4.1. Coal-fired power plant fly ash and botton ash
⌅Coal
fly ash (FA) is a fine powder generated when coal is burnt to produce
electricity, usually in coal-fired power plants. It consists primarily
in non-combustible inorganic material but also contains some residual
carbon sourced from partially non-combusted coal (5454. Argiz, C.; Menéndez, E.; Moragues, A.; Sanjuán, M.A. (2015) Fly ash characteristics of Spanish coal-fired power plants. Afinidad. 72 [572], 269-277. http://www.raco.cat/index.php/afinidad/article/view/305569/395407.
).
Although fly ash particles are largely spherical, irregular or angular
quartz or other grains are likewise often present in the ash. Coal fly
ash is divided into two main groups: siliceous (V) and calcareous (W) in
European legistation and Class C Fly Ashes in accordance with ASTM
standard. V-type fly ash is pozzolanic whilst W-type ash generally
exhibits hydraulic properties (2121. EN-197-1: (2011). Part 1: Composition, specifications and conformity criteria for common cements.
). V-type ash must have a reactive CaO content of less than and W-type greater than 10 %.
Both siliceous (type V in European legislation and type F further to ASTM) and calcareous (W) ash are used to manufacture CEM II ordinary Portland cement, CEM II composite portland cement, CEM IV pozzolanic cement and CEM V composite cement. Further to the data in Table 3, the proportion of fly ash in the 10 cement types defined in EN 197-1: 2011 (with these fly ashes): ranges from 6 % to 55 % and more specifically for CEM II/A-V from 6 % to 20 %; CEM II/B-V, 21 % to 35 %; CEM IV/A 11 % to 35 %; CEM IV/B 36 % to 55 %; CEM V/A 18 % to 30 % and CEM V/B 31 % to 49 %.
Siliceous fly ash with a low reactive CaO
content is the type most widely used in cements and concretes. Due to
ash pozzolanicity, early age mechanical strength is low in cements
bearing a high content of the addition. The use of siliceous fly
ash-additioned cements to manufacture concrete is nonetheless known to
have beneficial effects, such as improved workability and significantly
lower later age capillary porosity than the unadditioned material. That
in turn induces higher mechanical strength and enhanced resistance to
chlorides, sulfates and potential alkali-aggregate reactions (5555. Skibsted, J.; Snellings, R. (2019) Reactivity of supplementary cementitious Materials (SCMs) in cement blends. Cem. Concr. Res. 124, 105799 https://doi.org/10.1016/j.cemconres.2019.105799.
).
The
natural radioactivity of fly ash depends on the geological age of the
original coal bed, the combustion process used and ash particle size;
being of interest due to the accumulation of radioactivity - polonium
210 - in the smallest particles of fly ashes (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
, 5656. Mora, J.C.; Robles, B.; Corbacho, J.A.; Gascó, C.; Gázquez, M.J. (2011). Modelling the behaviour of 210Po in high temperatura processes. J. Environ. Radioac. 102 [5], 520-526. https://doi.org/10.1016/j.jenvrad.2010.10.006.
, 5757.
Temuujin, J.; Surenjav, E.; Ruescher, C.H.; Vahlbruch, J. (2019)
Processing and uses of fly ash addressing radioactivity (critical
review), Chemosph. 216, 866-88. https://doi.org/10.1016/j.chemosphere.2018.10.112.
). US Geological Surveys show that coal containing phosphate minerals such as monazite or apatite have high radioactive 232Th concentrations, whereas coal containing both organic matter and mineral fractions have high levels of the 238U radioactive series (5858.
Zielinski, R.A.; Finkelman, R.B. (1997) Radioactive elements in coal
and fly ash: abundance, forms, and environmental significance, US
Geological Survey, 2327-6932.
). The respective
radionuclides are retained during coal combustion and concentrate in the
fly and bottom ash, more profusely in the former. Uranium and thorium
concentrations may be up to ten-fold higher in bottom and fly ash than
in burnt coal, while fly ash may contain even higher 210Pb and 40K
concentrations. In modern power stations around 99 % of the fly ash
generated is typically retained (90 % in some older plants) (5959. World Nuclear Association. Naturally Occuring Radioactive Materials (july, 2015). https://www.world-nuclear.org/information-library/safety-and-security/radiation-and-health/naturally-occurring-radioactive-materials-norm.aspx.
). The finest ash particles have been observed to bear 210Pb
contamination. Higher concentrations of that isotope are found in fly
than in bottom ash because lead volatises in the combustion chamber (6060.
Karangelos, D.J.; Petropoulos, N.P.; Anagnostakis, M.J.; Hinis, E.P.;
Simopoulos, S.E. (2004) Radiological characteristics and investigation
of the radioactive equilibrium in the ashes produced in lignite-fired
power plant. J. Env. Rad. 77 [3], 233-246. https://doi.org/10.1016/j.jenvrad.2004.03.009.
, 6161.
Mora, J.C.; Baeza, A.; Robles, B.; Corbacho, J.A.; Cancio, D. (2009).
Behaviour of natural radionuclides in coal combustión. Radioprotec. 44 [5], 577-580.
). 226Ra contamination has also been detected in the finer fractions, where the 210Pb/226Ra ratio may exceed 3 compared to no more than 0.5 in bottom ash (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
Detailed information on the radionuclides in fly ash can be found in (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
) and (6262.
Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New
perspectives and issues arising from the introduction of (NORM) residues
in building materials: A critical assessment on the radiological
behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069.
, 6363.
Kovler, K.; Haquin, G.; Manasherov, V.; Ne´eman, E.; Lavi, N. (2002)
Natural radionuclides in building materials available in Israel. Build. Environ. 37 [5], 531-537. https://doi.org/10.1016/S0360-1323(01)00048-8.
, 6464.
Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011)
Radioactividad natural de los materiales de construcción. Aplicación al
hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65.
). The uranium series (226Ra and 232Th) and 40K concentrations (in Bq kg-1) in several European countries graphed in Figure 2 vary widely and depend, as noted earlier, on the original coal, combustion process and ash particle size. Table 4
gives the concentration ranges for radionuclides in fly ash sourced
from a series of widely differing coal-fired steam power plants. The
data show that coal fly ash has a high radionuclide content and the
highest radioactivity of all the SCMs listed in standard EN 191-1: 2011.
Further to Directive 2013/59/EURATOM (5151.
Council Directive 2013/59/Euratom of 5 December 2013 laying down basic
safety standards for protection against the dangers arising from
exposure to ionising radiation, and repealing Directives 89/618/Euratom,
90/641/Euratom, 96/29/Euratom, 97/43/Euratom and 2003/122/Euratom.
), ACI values (Equation [1])
should be calculated only for endproducts, not for their constituents
such as fly ash. Nonetheless, based on its radionuclide concentration (Table 4), the ACI for that by-product would be on the order of 0.5 to 1.5 (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
).
). In parentheses the number of samples analyzed. Reproduced with kind permission of Elsevier.
Material | Radionuclide concentration (Bq kg-1) | |||
---|---|---|---|---|
226Ra* | 232Th** | 40K | References | |
Coal fly ash | 70-250 | 50-180 | 100-600 | (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2. , 62-7562. Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New perspectives and issues arising from the introduction of (NORM) residues in building materials: A critical assessment on the radiological behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069. 63. Kovler, K.; Haquin, G.; Manasherov, V.; Ne´eman, E.; Lavi, N. (2002) Natural radionuclides in building materials available in Israel. Build. Environ. 37 [5], 531-537. https://doi.org/10.1016/S0360-1323(01)00048-8. 64. Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011) Radioactividad natural de los materiales de construcción. Aplicación al hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65. 65. Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.; Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074. 66. Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. 67. Kovler, K.; Perevalov, A.; Steiner, V.; Metzger, L.A. (2005) Radon exhalation of cementitious materials made with coal fly ash: Part 1 - scientific background and testing of the cement and fly ash emanation. J. Env. Rad. 82 [3], 321-324. https://doi.org/10.1016/j.jenvrad.2005.02.004. 68. Chinchón-Payá, S.; Piedecausa, B.; Hurtado, S.; Sanjuán, M.A.; Chinchón, S. (2011) Radiological impact of cement, concrete and admixtures in Spain. Rad. Meas. 46 [8], 734-735. https://doi.org/10.1016/j.radmeas.2011.06.020. 69. Gupta, M.; Kumar Mahur, A.; Varshney, R.; Sonkawade, R.G.; Verma, K.D.; Prasad, R. (2013) Measurement of natural radioactivity and radon exhalation rate in fly ash samples from a thermal power plant and estimation of radiation doses. Rad. Meas. 50, 160-165. https://doi.org/10.1016/j.radmeas.2012.03.015. 70. Kovler, K. (2012) Does the utilization of coal fly ash in concrete construction present a radiation hazard? Construc. Build. Mat. 29, 158-166. https://doi.org/10.1016/j.conbuildmat.2011.10.023. 71. Ignjatović, I.; Sas, Z.; Dragaš, J.; Somlai, J.; Kovács, T. (2017) Radiological and material characterization of high volume fly ash concrete. J. Env. Rad. 168, 38-45. http://doi.org/10.1016/j.jenvrad.2016.06.021. 72. Temuujin, J.; Minjigmaa, A.; Davaabal, B.; Bayarzul, U.; Ankhtuya, A.; Jadambaa, Ts.; MacKenzie, K.J.D. (2014) Utilization of radioactive high-calcium Mongolian flyash for the preparation of alkali-activated geopolymers for safe use as construction materials. Ceram. Int. 40, [10], 16475-16483. https://doi.org/10.1016/j.ceramint.2014.07.157. 73. Man-yin, W. T.; Leung, J.K.C. (1996) Radiological Impact of Coal Ash from the Power Plants in Hong Kong. J. Env. Rad. 30 [1], 1-14. https://doi.org/10.1016/0265-931X(95)00042-9. 74. Turhan, Ş. (2008) Assessment of the natural radioactivity and radiological hazards in Turkish cement and its raw materials. J. Env. Rad. 99 [2], 404-414. https://doi.org/10.1016/j.jenvrad.2007.11.001. 75. Nuccetelli, C.; Trevisi, R.; Ignjatović, I.; Dragaš, J. (2017) Alkali-activated concrete with Serbian fly ash and its radiological impact. J. Env. Rad. 168, 30-37. https://doi.org/10.1016/j.jenvrad.2016.09.002. ) |
Blast furnace slag | 35-160 | 30-100 | 75-250 | (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2. , 5959. World Nuclear Association. Naturally Occuring Radioactive Materials (july, 2015). https://www.world-nuclear.org/information-library/safety-and-security/radiation-and-health/naturally-occurring-radioactive-materials-norm.aspx. , 6262. Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New perspectives and issues arising from the introduction of (NORM) residues in building materials: A critical assessment on the radiological behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069. , 64-6664. Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011) Radioactividad natural de los materiales de construcción. Aplicación al hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65. 65. Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.; Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074. 66. Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. , 7070. Kovler, K. (2012) Does the utilization of coal fly ash in concrete construction present a radiation hazard? Construc. Build. Mat. 29, 158-166. https://doi.org/10.1016/j.conbuildmat.2011.10.023. , 8282. Gijbels, K.; Iacobescu, R.I.; Pontikes, Y.; Vandevenne, N.; Schreurs, S.; Schroeyers, W. (2018) Radon immobilization potential of alkali-activated materials containing ground granulated blast furnace slag and phosphogypsum. Construc. Build. Mat. 184, 68-75. https://doi.org/10.1016/j.conbuildmat.2018.06.162. ) |
Steel slag | 20 | 5 | 2 | (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. ) |
Silica fume | 1-2 | 0.5-1 | 90-100 | (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074. , 6666. Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. ) |
Natural pozzolan | 10-20 | 20-25 | 150-300 | (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. ) |
Calcined natural pozzolan (metakaolin) | 30-350 | 20-30 | 150-220 | (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. , 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454. ) |
Limestone | 10-50 | 1-30 | 1-300 | (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. , 6565. Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.; Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074. , 9191. Turhan, Ş.; Baykan, U.N.; Şen, K. (2008) Measurement of the natural radioactivity in building materials used in Ankara and assessment of external doses. J. Rad. Protec. 28 [1], 83-91. https://doi.org/10.1088/0952-4746/28/1/005. , 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454. ) |
* 226Ra can be likened to 214Pb concentration
** 232Th can be likened to 212Pb concentration
4.2. Iron and steel mill slag
⌅The
iron and steel industry generates different types of by-products, most
prominently blast furnace (iron) and steel (steel) mill slag. The
former, when vitreous and finely ground, exhibits hydraulicity and hence
is widely used in cement and concrete manufacture (7676. Puertas, F. (1993) Escorias alto horno: composición y comportamiento hidraúlico. Mater. Construcc. 43 [229], 37-48. https://doi.org/10.3989/mc.1993.v43.i229.687.
, 7777.
Pellegrino, C.; Faleschini, F.; Meyer, C. (2019). Recycled Materials in
Concrete. Chapter 2. Sustainability of Concrete. Modern Concrete
Techonology Book 17. Routledge Ed.
). The latter is
less frequent in construction in light of its high heavy metal content
and radioactivity, along with its unbound CaO and MgO and dicalcium
silicate (2CaO·SiO2 or C2S) contents that may pose
expansion or soundness problems over time. Its poor physical properties
(low polished stone value, PSV, and high aggregate abrasion value, AAV)
further condition its use (2222.
Puertas, F.; Blanco-Varela, M. T.; Palomo, A.; Vázquez, T. (1988)
Reactivity and burnability of raw mixes made with crystallized
blastfurnace slags. Part I. and Part II. Zement-Kalk-Gips; 41, (389-402)
and (628-631).
, 7878.
Liapis, I.; Papayianni, I. (2015) Advances in chemical and physical
properties of electric arc furnace carbon steel slag by hot stage
processing and mineral mixing. J. Haz. Mat. 283, 89-97 https://doi.org/10.1016/j.jhazmat.2014.08.072.
, 7979.
Rodríguez, A.; Santamaría-Vicario, I.; Calderón, V.; Junco, C.;
García-Cuadrado, J. (2019) Study of the expansión of cement mortars
manufactured with landle furnace slag LFS. Mater. Construcc. 69 [334], e183. https://doi.org/10.3989/mc.2019.06018.
), which is restricted to non-structural works and road bases and sub-bases.
Blast
furnace slag is the result of contact between the clay-like acid gangue
from iron ore and the sulphur ash from (likewise acid) coke on the one
hand and the lime and magnesium (both basic) from the more or less
dolomitic limestone materials used as fluxes on the other. That
combination of acid (SiO2 and AI2O3)
and basic (CaO and MgO) oxides at high (>1600 °C) temperatures yields
slag. When the molten magma cools rapidly to ambient temperature via
granulation or pelletising procedures, the resulting material is over 90
% amorphous. Such glassy, ground (GBFS) blast furnace slag is
hydraulic, meaning that when mixed with water it can harden like cement (7676. Puertas, F. (1993) Escorias alto horno: composición y comportamiento hidraúlico. Mater. Construcc. 43 [229], 37-48. https://doi.org/10.3989/mc.1993.v43.i229.687.
).
If it cools slowly, however, the result is a highly crystalline
(crystallised slag), low reactivity material that can be included as a
raw material in portland cement raw mixes (8080. Liu, J.; Yu, B.; Wang, Q. (2020) Application of steel slag in cement treated aggregate base course. J. Clean. Prod. 269, 121733. https://doi.org/10.1016/j.jclepro.2020.121733.
) or used as a filler in road bases and sub-bases (8181.
Cooper, M.B. (2005) Naturally Ocurring Radioactive Materials (NORM) in
Australian Industries- Review of Current Inventories and Future
Generation. EnviroRad Serv. Pty. Ltd. ARPANSA. Melbourne.
). The majority chemical components of blast furnace slag include SiO2 (27-40 %), CaO (30-50 %), Al2O3 (5-25 %) and MgO (1-15 %). Mellite, a solid solution containing gehlenite (2CaO·Al2O3·SiO2) and akermanite (2CaO·MgO·2SiO2),
is the majority phase in crystallised blast furnace slag. The chemical
and mineralogical compositions of the two types of slag depend on the
starting iron ore, the type of processing applied and the coke and
fluxes used.
GBFS is an SCM used to manufacture ordinary CEM II/A-S and CEM/IIB-S cements, in which it accounts for 6 % to 35 % of the total weight; in cements CEM III/A, CEM III/B and CEM III/C the values are 36 % to 95 %; and in cements CEM V/A and CEM V/B 18 % to 50 %.
Steel slag, a by-product of steel manufacture, is formed in the reaction between fluxes such as calcium oxide and the non-metallic inorganic constituents of steel or scrap metal. Two types can be distinguished:
Basic oxygen furnace (BOF) steel slag (10 % to 15 % SiO2; 45 % to 60 % CaO; 1 % to 5 % Al2O3; 3 % to 9 % Fe2O3; 7 % to 20 % FeO; 3 % to 13 % MgO; 2 % to 6 % MnO; and 1 % to 5% P2O5).
Electric arc furnace (EAF) steel slag (11 % to 20 % SiO2; 30 % to 50 % CaO; 10 % to 18 % Al2O3; 5 % to 6 % Fe2O3; 8 %to 22 % FeO; 8 % to 13 % MgO; 5 % to 10 % MnO; 2 % to 5 % P2O5).
The
origin of iron and steel slag radioactivity lies in the iron ore and
scrap metal used and the sintering processes deployed. Depending on the
origin, iron ore may contain different radionuclides and heavy metals,
with uranium concentration in the 20 Bq kg-1 to 30 Bq kg-1 range (8181.
Cooper, M.B. (2005) Naturally Ocurring Radioactive Materials (NORM) in
Australian Industries- Review of Current Inventories and Future
Generation. EnviroRad Serv. Pty. Ltd. ARPANSA. Melbourne.
).
In blast furnace slag, the source of natural radionuclide content has
been confirmed to be not only the raw materials but the manufacturing
process (type of furnace, for instance) (1818. Plant, J.A.; Saunders, A. D. (1996) The Radioactive Earth. Rad. Protec. Dosim. 68 [1-2], 25-36.
). Figure 3 graphs the radionuclide concentrations in the iron and steel mill slag used in cement manufacture, whilst Table 4 gives the range of 226Ra (uranium series), 232Th (thorium series) and 40K concentrations in BFS and steel slag.
). In parentheses the number of samples analyzed. Reproduced with kind permission of Elsevier.
As the data in Figure 3 and Table 4
infer, blast furnace slag bears a much higher radionuclide content than
steel slag, although the BFS values, with ACI generally <1, are
lower than observed for coal fly ash (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
).
4.3. Other wastes and limestones used as supplementary cementitious materials (SCMs) in cement and concrete manufacture
⌅Table 3 shows that in addition to type V and W fly ash and vitreous slag (S), waste and materials, such as silica fume, limestone, natural pozzolans and calcined shale are used as SCMs in the standardised ordinary cements listed in EN 197-1: 2011.
Silica fume (D) is a residue generated in electric arc furnaces producing silicon and ferro silicon metals. An inorganic product consisting in very fine spherical particles generated when coal reduces quartz, it is essentially (85 % to 90 %) amorphous SiO2. With such a high amorphous SiO2 content and large specific surface (around 20 000 m2·kg-1), silica fume is highly pozzolanic. According to standard EN 197-1: 2011, CEM II/A-D cements may contain 6 % to 10 % silica fume. Blended Portland cements CEM II/A-M and CEM II/B-M as well as cements CEM IV/A and CEM IV/B may also bear up to 10 % of that type of waste.
Portland
cement with silica fume (CEM II/A-D) is apt for manufacturing of
prestressed concrete, concrete with reactive aggregates and shotcrete or
fast-setting concrete. Silica fume pozzolanicity determines the high
reactivity and early age strength development in those materials (8383. Argiz, C.; Reyes, E.; Moragues, A. (2018) Ultrafine portland cement performance. Mater. Construcc. 68 [330], e157. https://doi.org/10.3989/mc.2018.03317.
). Silica fume can also be used as a cement replacement or addition to prepare very high-strength, durable concretes (8383. Argiz, C.; Reyes, E.; Moragues, A. (2018) Ultrafine portland cement performance. Mater. Construcc. 68 [330], e157. https://doi.org/10.3989/mc.2018.03317.
, 8484. Goldman, A.; Bentur, A. (1993) The influence of microfillers on enhancement of concrete strength. Cem. Concr. Res. 23 [4], 962-972. https://doi.org/10.1016/0008-8846(93)90050-J.
),
although it must not account for more than 5 % to 10 % of the total
cement weight. The presence of this mineral addition in concrete has
induced the development of so-called ‘high performance’ concretes. The
large specific surface in silica fume determines the need for variable
amounts of superplasticising admixtures in the respective concretes to
lower the water/cement ratio while ensuring suitable rheology as well as
the production of very high density, high performance and durable
concretes (8585. Instrucción de hormigón estructural (EHE-08) (2008). BOE 203. https://www.fomento.es/nr/rdonlyres/e20dffb7-fd75-4803-8ca4-025064bb1c40/68186/1820103_2008.pdf" (In spanish).
).
The concentration ranges of 226Ra, 232Th and 40K (in Bq kg-1) reported in the literature for silica fume (Table 4) are relatively low for the former two former and somewhat higher for 40K. This SCM would not in any event appear to be a very significant source of natural radionuclides in the end cements and concretes.
Natural
pozzolans are siliceous, alumino-siliceous (or a combination of the
two) geological materials. The term was originally applied only to the
volcanic tuff found in the area around Pozzoli, Italy, and used by the
Romans to prepare hydraulic concretes. For several decades it has also
been used, however, to designate natural materials able to react with
the portlandite generated during the hydration at ambient temperature of
the calcium silicates present in portland cement. The pozzolanic
properties characterising the strong cohesive end products have
determined the evolution of the term from its original geological
meaning to its present technological connotations (8686. Soria Santamaría, F. (1983) Las puzolanas y el ahorro energético en los materiales de construcción. Mater. Construcc. 33 [190-191], 69-84. https://doi.org/10.3989/mc.1983.v33.i190-191.974.
).
Natural pozzolans, like aluminosiliceous fly ash and silica fume,
exhibit the pozzolanic characteristics defined in standard EN 197-1:
2011, which describes two types of materials: natural pozzolans (P) and
naturally occurring fired pozzolana (Q). Natural pozzolans are normally
volcanic materials or sedimentary rocks with the chemical and mineral
compositions specified, whilst naturally occurring fired pozzolans are
thermally activated volcanic, clay, slate or sedimentary rocks.
These
materials can be used to manufacture cements CEM II/A-P and CEM II/B-P,
CEM II/A-Q and CEM II/B-Q with 6 % to 30 % pozzolan by cement weight,
as well as cements CEM IV/A and B and CEM V/A and B. Content is defined
in keeping with availability. The characteristics of cements with
natural pozzolans are qualitatively similar to but more intense than
observed in materials with greater pozzolanicity such as silica fume and
type V fly ash. P-type pozzolans are also apt for the manufacture of
alternative materials such as alkaline cements (8787.
Robayo-Salazar, R.; Mejía de Gutiérrez, R.; Puertas, F. (2019)
Alkali-activated binary concrete based on a natural pozzolan: physical,
mechanical and microstructural characterization. Mater. Construcc. 69 [335], e191. https://doi.org/10.3989/mc.2019.06618.
).
The concentration ranges of 226Ra, 232Th and 40K (in Bq kg-1) reported in the literature for natural and naturally occurring fired pozzolans used in cement manufacture are listed in Table 4, where metakaolin (MK) has been included as an example of the latter. Further to those data, the 226Ra content may be higher and more variable in MK than in non-fired natural pozzolans.
Limestone
(L and LL) is another material used as an addition in ordinary cements.
It must also meet a series of chemical and physical requirements to be
apt for ordinary cement manufacture. Its calcium carbonate content (CaCO3),
calculated of terms of calcium oxide (CaO), must be at least 75 wt%,
the clay content must be lower than 1.20 g/100 and the total organic
carbon (TOC) must not exceed 0.20 wt% in subtype LL or 0.50 wt% in
subtype L (2121. EN-197-1: (2011). Part 1: Composition, specifications and conformity criteria for common cements.
).
Limestone
is present in cements CEM II/A-L and B-L at 6 % to 30 % by cement
weight and in the same proportions in cements CEM II/A-LL and CEM
II/B-LL. Limestone has no pozzolanic or hydraulic properties, but
neither is it a wholly inert addition as believed until not long ago.
Its presence in cement induces a series of very distinct chemical and
physical characteristics explained by such non-inertness. Its most
prominent effects include improved paste workability, which lowers water
demand; absence of any impact on early or late age strength when
limestone content is under 10 % by cement weight; and lesser expansion
at all ages (8888.
Ivanović, M.; Kljajević, Lj.; Nenadović, M.; Bundaleski, N.; Vukanac,
I.; Todorović, B.; Nenadović, S. (2018) Physicochemical and radiological
characterization of kaolin and its polymerization products. Mater. Construcc. 68 [330], e155 https://doi.org/10.3989/mc.2018.00517.
). In contrast, thaumasite formation-related durability issues have been described in cements with high limestone contents (8989.
Voglis, N.; Kakali, G.; Chaniotakis, E.; Tsivilis, S. (2005)
Portland-limestone cements. Their properties and hydration compared to
those of other composite cements. Cem. Concr. Comp. 27 [2], 191-196. https://doi.org/10.1016/j.cemconcomp.2004.02.006.
).
According to the concentration ranges of 226Ra, 232Th and 40K (in Bq kg-1) reported in the literature for limestone (Table 5), the material exhibits fairly low uranium and thorium series contents, but a much broader range of 40K activity concentrations.
Table 5 also gives the 226Ra, 232Th and 40K ranges (in Bq kg-1) for other industrial waste/by-products such as red mud, biomass ash and waste glass which, while not standardised, can be used as portland or alkali-activated (geopolymer) cement additions.
Material | Radionuclide concentration (Bq·kg-1) | |||
---|---|---|---|---|
226Ra* | 232Th** | 40K | References | |
Bauxite residue or red mud | 100-700 | 200-1320 | 30-360 | (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2. , 6262. Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New perspectives and issues arising from the introduction of (NORM) residues in building materials: A critical assessment on the radiological behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069. , 9393. Xhixha, G.; Bezzon, G.P.; Broggini, C.; Buso, G.P.; Caciolli, A.; Callegari, I.; De Bianchi, S.; Fiorentini, G.; Guastaldi, E.; Kaçeli Xhixha, M.; Mantovani, F.; Massa, G.; Menegazzo, R.; Mou, L.; Pasquini, A.; Rossi Alvarez, C.; Shyti, M. (2013) The worldwide NORM production and a fully automated gamma-ray spectrometer for their characterization. J. Radioanal. Nucl. Chem. 295, 445-457. https://doi.org/10.1007/s10967-012-1791-1. , 9494. Alonso, M.M.; Pasko, A.; Gascó, C.; Suarez, J.A.; Kovalchuk, O.; Krivenko, P.; Puertas, F. (2018) Radioactivity and Pb and Ni immobilization in SCM-bearing alkali-activated matrices. Construc. Build. Mat. 159, 745-754. https://doi.org/10.1016/j.conbuildmat.2017.11.119. ) |
Biomass ash | 10-12 | 6-7 | 6000-36000 | (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. ) |
Waste glass | 8-9 | 6-7 | 230 | (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074. , 6666. Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488. ) |
* 226Ra can be likened to 214Pb concentration
** 232Th can be likened to 212Pb concentration
Red
mud is waste generated in Bayer process-mediated bauxite refining, in
which ground bauxite reacts with sodium hydroxide at high temperatures
and pressures. A highly alkaline (pH~10 to 12.5) slurry, it has a solids
content of 15 wt% to 30 wt%. Its composition features fine silica,
aluminium, iron, calcium and titanium oxide particles in proportions
that differ depending on the bauxite ore, conditions governing aluminium
extraction and quality control (1818. Plant, J.A.; Saunders, A. D. (1996) The Radioactive Earth. Rad. Protec. Dosim. 68 [1-2], 25-36.
). Its alkalinity, toxic element content and natural radioactivity (bauxite waste ACI is consistently over 1: Equation [1]) limit its use in construction (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
Burning
plants, trees and seed waste sourced from a wide variety of species to
produce electric power yields biomass ash, generally in the form of fly
and bottom ash. The chemical, mineralogical and radiological composition
of such ash is highly dependent on the material burnt and the process.
Some types of plant ash, such as rice husk and bagasse, exhibit
pozzolanicity and can be used in cement and concrete (9595.
Maldonado-García, M. A.; Hernández-Toledo, U. I.; Montes-García, P.;
Valdez-Tamez, P. L. (2018) The influence of untreated sugarcane bagasse
ash on the microstructural and mechanical properties of mortars. Mater. Construcc. 68 [329], e148. https://doi.org/10.3989/mc.2018.13716.
, 9696.
Pereira, A.M.; Moraes, J.C.B.; Moraes, M.J.B.; Akasaki, J.L.; Tashima,
M.M.; Soriano, L.; Monzó, J.; Payá, J. (2018). Valorisation of sugarcane
bagasse ash (SCBA) with high quartz content as pozzolanic material in
Portland cement mixtures. Mater. Construcc. 68 [330], e153. https://doi.org/10.3989/mc.2018.00617.
) or alkaline cement manufacture (3434.
Mejía, J.M.; Mejía de Gutiérrez, R.; Puertas, F. (2013) Rice husk ash
as a source of silica in alkali-activated fly ash and granulated blast
furnace slag systems. Mater. Construcc. 63 [311], 361-375. https://doi.org/10.3989/mc.2013.04712.
).Others
such as olive tree ash, however, are scantly applicable as SCMs. Some
of the present authors recently assessed the viability of biomass ash as
an alternative alkaline activator in geopolymer manufacture (4343.
Alonso, M.M.; Gascó, C.; Martín Morales, M.; Suárez-Navarro, J.A.;
Zamorano, M.; Puertas, F. (2019) Olive Biomas ash as an alternative
activator in geopolymer formation: A study of strenth, radiology and
leaching behaviour. Cem. Concr. Comp. 104, 103384. https://doi.org/10.1016/j.cemconcomp.2019.103384.
). The very high 40K content observed, with ACI values consistently >1, (Table 5), must not be overlooked when considering its use.
Other
types of waste such as glass hold promise for possible application in
cement and concrete manufacture either as aggregates (9797.
Gupta, A.; Gupta, N.; Shukla, A.; Goyal, R.; Kumar, S. (2020)
Utilization of recycled aggregate, plastic, glass waste and coconut
shells in concrete - a review. IOP Conf. Series: Mat. Sci. Eng. 804, 012034. https://doi.org/10.1088/1757-899X/804/1/012034.
, 9898. Kou, S.C.; Poon, C.S. (2009) Properties of self-compacting concrete prepared with recycled glass aggregate. Cem. Concr. Comp. 31 [2], 107-113. https://doi.org/10.1016/j.cemconcomp.2008.12.002.
) or as precursors and/or activators in geopolymers (3232.
Puertas, F.; Torres-Carrasco, M. (2014) Use of glass waste as an
activator in the preparation of alkali-activated slag cements.
Mechanical strength and paste characterisation. Cem. Concr. Res., 57, 95-104. https://doi.org/10.1016/j.cemconres.2013.12.005.
, 3333.
Torres-Carrasco, M.; Puertas, F. (2015). Waste glass in the geopolymer
preparation. Mechanical and microstructural characterisation. J. Clean. Prod. 90, 397-408. https://doi.org/10.1016/j.jclepro.2014.11.074.
, 3838.
Torres-Carrasco, M.; Puertas, F. (2017) Waste glass as a precursor in
alkaline activation: chemical process and hydration products. Construc. Build. Mat. 139, 342-354 https://doi.org/10.1016/j.conbuildmat.2017.02.071.
).
These materials vary widely in terms of their composition, while sodium
silicate-based glass is the most apt for use in geopolymers. Further to
the radiological data in Table 5, this waste poses no natural radiation-related problems, for its uranium, thorium and potassium contents are all fairly low.
4.4. Gypsum and phosphogypsum
⌅Gypsum
and phosphogypsum have some similar characteristics but are
conspicuously different chemically and radiologically. Gypsum, hydrated
calcium sulfate (CaSO4·2H2O), is blended with
clinker and SCMs in Portland cement manufacture. The most prominent of
its various purposes is to react with the C3A (3CaO·Al2O3) in the clinker and the water present in the early stages of cement hydration to form ettringite (3CaO·Al2O3)(SO4)3(OH)12·31H2O). That reaction constrains or impedes any direct reaction between C3A
and water, preventing flash setting by retarding some of the cement
hydration reactions. Gypsum may also be found in calcium sulfate cement
hemihydrate (CaSO4·½H2O) and anhydrite (anhydrous calcium sulfate, CaSO4)
or any combination of the two. Gypsum and anhydrite are present in
nature and calcium sulfate may be generated as a by-product in certain
industrial processes. The ceiling sulfate content in ordinary cements,
expressed as % SO3, is 3.5 % (in 32.5 and 42.5N cements) or 4.0 % (42.5R and 52.5 cements (2121. EN-197-1: (2011). Part 1: Composition, specifications and conformity criteria for common cements.
).
Phosphogypsum (PG), a phosphate industry by-product, is generated during the acid digestion of phosphate ore (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
The industry is known to be vital to the worldwide food supply, given
the role of phosphate fertilisers in extensive farming. Phosphate
minerals carry high contaminating contents of uranium, radium, polonium,
thorium and lead isotopes.
The 226Ra, 232Th and 40K concentrations (in Bq kg-1) for gypsum and phosphogypsum used in construction are given in Table 6, which shows that as a rule the U, Th and K series values are fairly low.
Material | Radionuclide concentration (Bq kg-1) | |||
---|---|---|---|---|
226Ra* | 232Th** | 40K | References | |
Gypsum | 10-70 | 5-100 | 80-200 | (6363.
Kovler, K.; Haquin, G.; Manasherov, V.; Ne´eman, E.; Lavi, N. (2002)
Natural radionuclides in building materials available in Israel. Build. Environ. 37 [5], 531-537. https://doi.org/10.1016/S0360-1323(01)00048-8. , 6464. Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011) Radioactividad natural de los materiales de construcción. Aplicación al hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65. , 9191. Turhan, Ş.; Baykan, U.N.; Şen, K. (2008) Measurement of the natural radioactivity in building materials used in Ankara and assessment of external doses. J. Rad. Protec. 28 [1], 83-91. https://doi.org/10.1088/0952-4746/28/1/005. , 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454. , 9990 Espinosa, S.; Golzarri, J.I.; Gamboa, I.; Jacobsen, I. (1986) Natural radioactivity in Mexican building Materials by SSNT. Nuclear Tracks Rad. Meassu. 12, [1-6], 767-770. ) |
Phosphogypsum | 35-1400 | 20-160 | 20-300 | (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2. , 6262. Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New perspectives and issues arising from the introduction of (NORM) residues in building materials: A critical assessment on the radiological behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069. , 6464. Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011) Radioactividad natural de los materiales de construcción. Aplicación al hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65. , 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454. , 9393. Xhixha, G.; Bezzon, G.P.; Broggini, C.; Buso, G.P.; Caciolli, A.; Callegari, I.; De Bianchi, S.; Fiorentini, G.; Guastaldi, E.; Kaçeli Xhixha, M.; Mantovani, F.; Massa, G.; Menegazzo, R.; Mou, L.; Pasquini, A.; Rossi Alvarez, C.; Shyti, M. (2013) The worldwide NORM production and a fully automated gamma-ray spectrometer for their characterization. J. Radioanal. Nucl. Chem. 295, 445-457. https://doi.org/10.1007/s10967-012-1791-1. , 103103. IAEA. (2013) Radiation protection and management of NORM residues in the phosphate industry. Safety Reports Series 78. http://refhub.elsevier.com/B978-0-08-102009-8.00006-2/rf0225. ) |
* 226Ra can be likened to 214Pb concentration
** 232Th can be likened to 212Pb concentration
Approximately
70 % of the phosphate ore mined is processed in an acid medium to
produce phosphoric acid, during which procedure substantial quantities
of phosphogypsum are generated. Depending on the raw ore used, PG may
contain up to 60 times the radionuclide content found in the
pre-processed rock (100100.
García‐Díaz, I.; Gázquez, M.J.; Bolivar, J.P.; López, F.A. (2016)
Characterization and valoration of Norm wastes for construction
materials - Chapter 2. Manag. Haz. Wast. 13-37 (2016). Ed. INTECH. https://doi.org/10.5772/63196.
). According to García-Díaz et al. (100100.
García‐Díaz, I.; Gázquez, M.J.; Bolivar, J.P.; López, F.A. (2016)
Characterization and valoration of Norm wastes for construction
materials - Chapter 2. Manag. Haz. Wast. 13-37 (2016). Ed. INTECH. https://doi.org/10.5772/63196.
) up to 80 % of the 226Ra,
up to 86 % of the U and up to 70 % of the Th may concentrate in PG. The
radionuclide content in this material must be determined because 226Ra generates radon gas (222Rn), which with a short half-life of just 3.5 d is very active, i.e., emits intense radiation that may harm bodily organs.
This
industrial by-product is scarcely used in construction due to its high
radioactivity, although research has been ongoing for some time on its
use in place of mineral gypsum and for other applications. A review of
possible applications in building material production (101101.
Dvorkin, L.; Lushnikova, N.; Sonebi. M. (2018) Application areas of
phosphogypsum in production of mineral binders and composites based on
them: a review of research results. MATEC Web of Confe. 149, 01012. https://doi.org/10.1051/matecconf/201814901012.
)
cites setting control, mineralisation in clinker preparation and gypsum
product manufacture as potential uses. A recent study (102102. Ngoc Lam, N. (2020) Eco-concrete made with phosphogypsum-based super sulfated cement. IOP Conf. Series: Mater. Scie. and Engi. 869, 032031. IOP Publishing. https://doi.org/10.1088/1757-899X/869/3/032031.
)
addresses the use of phosphogypsum instead of gypsum in super-sulfated
cement-based concrete manufacture. As noted, its use is conditioned by
its high radon radioactivity and emissions. A few studies and patents
suggest that phosphogypsum can be purified by eliminating heavy metals
and 226Ra (104104.
Kovler, K.; Dashevsky, B.; Kosson, D.S.; Reches, Y. (2017) US Patent.
System and methods for removing impurities from phosphogypsum and
manufacturing gypsum binder. US 2017/0022070A1.
), while others (8282.
Gijbels, K.; Iacobescu, R.I.; Pontikes, Y.; Vandevenne, N.; Schreurs,
S.; Schroeyers, W. (2018) Radon immobilization potential of
alkali-activated materials containing ground granulated blast furnace
slag and phosphogypsum. Construc. Build. Mat. 184, 68-75. https://doi.org/10.1016/j.conbuildmat.2018.06.162.
) assess the use of alkaline cement matrices to immobilise the radon in phosphogypsum.
As the uranium, thorium and potassium concentrations in phosphogypsum of different origins graphed in Figure 4 show, the numbers vary widely. The 226Ra, 232Th and 40K concentrations (Bq kg-1) reported in the literature for this by-product and listed in Table 6
also attest to enormous variability. The specific concentrations of
naturally occurring radionuclides in phosphogypsum depend on the origin
of the phosphate ore and the chemical process used (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
In wet phosphoric acid production, the amount of radionuclide taken up
by each fraction may vary with the technology. As a rule most of the
uranium ultimately remains in the fertiliser, whilst radium is more
evenly distributed among the (by-)products, with some possibly
precipitating in the plant. Most of the polonium is eliminated with the
phosphogypsum fraction (103103. IAEA. (2013) Radiation protection and management of NORM residues in the phosphate industry. Safety Reports Series 78. http://refhub.elsevier.com/B978-0-08-102009-8.00006-2/rf0225.
). With such variability the ACI values range from 0.5 to 4.0, although most are >1 (2020.
Kovacs, T.; Bator, G.; Schroeyers, W.; Labrincha, J.; Puertas, F.;
Hegedus, M.; Nicolaides, D.; Sanjuán, M.A.; Krivenko, P.V.; Grubesa,
I.N.; Sas, Z.; Michalic, B.; Anagnostakis, M.; Barisic, I.; Nuccetelli,
C.; Trevisi, R.; Croymans, T.; Schreurs, S.; Todorovic, N.;
Vaičiukynienė-Palubinskaitė, D.; Bistrickaitė, R.; Tkaczyk, A.; Kovler,
K.; Wiegers, R.; P.V.; Doherty, R. (2017) From raw materials to NORM
by-products. In Naturally Ocurring Radiactive Materials in Construction.
Chapter 6. Ed. W. Schroeyers. Elservier. 135-182. https://doi.org/10.1016/B978-0-08-102009-8.00006-2.
).
). In parentheses the number of samples analyzed. Reproduced with kind permission of Elsevier.
4.5. Cements and Concretes
⌅This
section draws a distinction between the more conventional cements and
concretes based on portland or standardised materials and alternative
cements and concretes (as a rule with a low or nil clinker content) such
as alkali-activated products or geopolymers. The radiological behaviour
of all these cements and concretes is described in great detail in a
recent paper (88.
Scrivener, K.L.; John, V. M.; Gartner, E.M. (2016) Eco-efficient
cements: Potential, economically viable solutions for a low-CO2, cement based materials industry. United Nations & Environment Programm, 2016.
).
4.5.1. Portland cements and concretes
⌅Nuccetelli et al. (6262.
Nuccetelli, C.; Pontikes, Y.; Leonardi, F.; Trevisi, R. (2015) New
perspectives and issues arising from the introduction of (NORM) residues
in building materials: A critical assessment on the radiological
behaviour. Construc. Build. Mat. 82, 323-331. https://doi.org/10.1016/j.conbuildmat.2015.01.069.
)
studied the uranium, thorium and potassium series radionuclides in
anhydrous portland cements in 21 European countries. Their findings,
summarised in Table 7,
revealed that radionuclide concentrations are fairly low, with ACI
values ranging as a rule from 0.1 to 0.4, far below the 2013/59/Euratom
European Directive maximum of 1. Some authors (6060.
Karangelos, D.J.; Petropoulos, N.P.; Anagnostakis, M.J.; Hinis, E.P.;
Simopoulos, S.E. (2004) Radiological characteristics and investigation
of the radioactive equilibrium in the ashes produced in lignite-fired
power plant. J. Env. Rad. 77 [3], 233-246. https://doi.org/10.1016/j.jenvrad.2004.03.009.
) have reported higher ACI values for cements, however.
The
presence of NORMs in industrial waste/by-products such as coal-fired
steam power plant fly ash or vitreous blast furnace slag may raise the
natural radionuclide concentrations in ordinary cements, along with
their ACI values. The radionuclide content in standardised commercial
cements (6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488.
) is listed in Table 8 and in synthetically prepared anhydrous cements in Table 9 (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
).
The data denote an additive effect as well as proportionality between
the radionuclide content and the percentage of ‘pure’ (unadditioned)
cement and the SCM in each blend. Other authors report similar findings (7070. Kovler, K. (2012) Does the utilization of coal fly ash in concrete construction present a radiation hazard? Construc. Build. Mat. 29, 158-166. https://doi.org/10.1016/j.conbuildmat.2011.10.023.
, 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454.
, 105-107105.
Trevisi, R.; Risica, S.; D’Alessandro, M.; Paradiso, D.; Nuccetelli. C.
(2012) Natural radioactivity in building materials in the European
Union: a database and an estimate of radiological significance. J. Env. Rad. 105, 11-20. https://doi.org/10.1016/j.jenvrad.2011.10.001.
106.
Sanjuán, M.A.; Suarez-Navarro, J.A.; Argiz, C.; Mora, P. (2019).
Assessment of radiation hazards of white and grey Portland cements. J. Radioanal. Nucl. Chem. 322, 1169-1177. https://doi.org/10.1007/s10967-019-06824-y.
107.
Sanjuán, M.A.; Suárez-Navarro, J.A.; Argiz, C.; Mora, P. (2020)
Assessment of natural radioactivity and radiation hazards owing to coal
fly ash and natural pozzolan Portland cements. J. Radioanal. Nucl. Chem. 325, 381-390. https://doi.org/10.1007/s10967-020-07263-w.
).
Table 8 also gives the radionuclide content in cements other than the ordinary materials listed in standard EN 197-1: 2011, including sulfate-resistant, white, calcium aluminate (CAC) and calcium sulfoaluminate cements. CACs exhibit the highest radionuclide concentration, particularly for thorium, with an ACI value of around 0.7 to 0.9, much higher than the 0.2 to 0.4 recorded for unadditioned OPC. Neither the radionuclide concentrations nor the ACI values for the other cements analysed vary substantially from the findings for ‘pure’ Portland cement.
).
Country (21 EU_MS) | No. of samples | 226Ra (Bq kg-1) | 232Th (Bq kg-1) | 40K (Bq kg-1) |
---|---|---|---|---|
Austria | 18 | 27 | 14 | 210 |
Belgium | 26 | 52 | 46 | 255 |
Bulgaria | 1 | 29 | 19 | 160 |
Cyprus | 20 | 23 | 8 | 136 |
Czech Republic | 496 | 46 | 19 | 237 |
Denmark | 6 | 20 | 12 | 90 |
Finland | 11 | 40 | 20 | 251 |
France | 1 | 35 | 21 | 24 |
Germany | 23 | 86 | 73 | 170 |
Greece | 183 | 85 | 19 | 257 |
Hungary | 400 | 30 | 22 | 218 |
Ireland | 3 | 60 | 11 | 131 |
Italy | 200 | 41 | 63 | 357 |
The Netherlands | 17 | 62 | 64 | 271 |
Poland | 344 | 73 | 66 | 353 |
Portugal | 8 | 31 | 19 | 256 |
Romania | 55 | 44 | 27 | 233 |
Slovakia | 6 | 35 | 18 | 223 |
Spain | 182 | 70 | 49 | 273 |
Sweden | 30 | 53 | 54 | 224 |
United Kingdom | 6 | 22 | 18 | 160 |
Overall average | 46 ( 22-86 ) | 32 ( 8-73 ) | 214 ( 24-357 ) |
).
Radioactive series | 238U (in Bg kg-1) | 235U | 232Th (in Bg kg-1) | 40K (in Bg kg-1) | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Anhydrous cement | 234Th | 226Ra | 214Pb | 214Bi | 210Pb | 228Ac | 212Pb | 208Tl | ACI | ||
CEM I 52,5R | 17.6 ±2.3 | 17.1 ±4.2 | 14.65 ±0.62 | 13.0 ±1.3 | 17.0 ±1.9 | < 2.1 | 17.2 ±1.2 | 18.4 ±3.0 | 6.8 ±1.5 | 201.9 ±8.0 | 0.210 ± 0.015 |
CEM II/A-L 42.5R | < 3.5 | 26.7 ±3.6 | 27.1 ±2.9 | < 0.9 | 27.3 ±6.0 | < 1.18 | 5.94 ±0.35 | 5.80 ±0.75 | 2.14 ±0.32 | 43.7 ±2.9 | 0.133 ± 0.012 |
CEM II/B-V 42.5N | 72 ± 20 | 66.8 ± 7.2 | 75 ± 10 | 68.8 ± 6.9 | 56 ± 19 | 3.3 ± 1.2 | 31.8 ± 3.1 | 34.6 ± 4.8 | 12.8 ± 1.5 | 211.7 ± 9.1 | 0.452 ± 0.029 |
CEM III/B 42.5N | 99 ± 20 | 81 ± 15 | 91.9 ± 4.9 | 88.5 ± 2.7 | < 10.6 | 3.8 ± 1.1 | 50.6 ± 2.0 | 52.6 ± 3.4 | 20.4 ± 1.0 | 184 ± 11 | 0.584 ± 0.051 |
CEM I 52,5 S/R | 17.4 ±2.9 | 19.5 ±3.2 | 16.9 ±1.9 | 15.8 ±1.0 | 17.0 ±4.4 | < 2.11 | 14.3 ±1.1 | 15.7 ±1.8 | 5.50 ±0.58 | 143.5 ±9.3 | 0.184 ± 0.012 |
White cement | 58.5 ±3.2 | - | 57.15 ±0.81 | - | - | - | 4.81 ±0.52 | 4.36 ±0.31 | 1.36 ±0.13 | 84.6 ±3.4 | 0.2428 ± 0.039 |
White cement | 23.7 ±3.8 | 23.5 ±3.6 | 23.1 ±2.6 | 21.9 ±1.3 | 27 ±10 | < 2.13 | 16.8 ±1.2 | 17.8 ±2.1 | 6.55 ±0.70 | 146.3 ±9.1 | 0.211 ± 0.014 |
CAC | 73.8 ±6.2 | - | 64.9 ±0.96 | - | - | - | 131.2 ±1.6 | 137.4 ±1.2 | 42.42 ±0.59 | 41.4 ±5.8 | 0.886 ± 0.0088 |
CAC | < 19.0 | 83 ±11 | 82.0 ±8.8 | < 1.2 | 38.9 ±8.3 | < 12.9 | 118.4 ±5.7 | 123±14 | 45.6 ±4.0 | < 6.8 | 0.871 ± 0.046 |
Calcium sulfoaluminate | 13.1 ±4.0 | 15.7 ±2.9 | 14.7 ±1.7 | 10.1 ±5.6 | 14.2 ±3.8 | < 2.02 | 3.85 ±0.84 | 5.01 ±0.61 | 1.73 ±0.21 | 105.0 ±7.1 | 0.107 ± 0.011 |
CAC: calcium aluminate cement
Reproduced with kind permission of Elsevier
).
Anhydrous cement | Radionuclide concentration (Bq·kg-1) | |||
---|---|---|---|---|
226Ra | 232Th | 40K | ACI | |
OPC | 19.23 ± 0.54 | 19.13 ± 0.32 | 237.9 ± 5.2 | 0.2382 ± 0.0045 |
OPC + 10% SF | 17.49 ± 0.69 | 18.41 ± 0.46 | 230.6 ± 5.4 | 0.2186 ± 0.0041 |
OPC+ 50% FA | 72.90 ± 0.80 | 74.70 ± 0.70 | 277.6 ± 5.0 | 0.6951 ± 0.0060 |
OPC+50% S | 83.85 ± 0.90 | 32.40 ± 0.50 | 158.3 ± 3.7 | 0.4892 ± 0.0049 |
OPC+50% L | 17.91 ± 0.35 | 9.65 ± 0.31 | 119.8 ± 2.9 | 0.1465 ± 0.0018 |
OPC:
CEM 52.5R; SF: silica Fume; FA: fly ash; S: ground blast furnace slag;
L: limestone
Reproduced with kind permission of Elsevier
Studies of hydrated Portland cement paste radiological behaviour, i.e., their 226Ra, and 40K
activity concentrations, have confirmed the dilution effect
attributable to the mixing water, including the water that binds to the
hydration products formed (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
). Radionuclide activity concentrations are normally determined with gamma spectrometry on ground samples (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
, 6666.
Alonso, M.M.; Suárez-Navarro, J.A.; Pérez-Sanz, R.; Gascó, C.; Moreno
de los Reyes, A.M.; Lanzón, M.; Blanco-Varela, M.T.; Puertas, F. (2020) Data in Brief. 33, 106488. https://doi.org/10.1016/j.dib.2020.106488.
). The concentrations in hydrated cement pastes bearing different types of SCMs are listed in Table 10.
The dilution effect associated with water (water/cement ratio used in
the mixes) on the radionuclide concentrations and the ACI for different
pastes can be deduced from a comparison of the data in Table 10 to the values in Tables 8 and 9.
The
authors of this review recently proposed a new method for determining
radionuclide concentration and ACI on hardened but unground Portland
cement paste as part of Spanish Ministry of Science and
Innovation-funded project BIA2016-77252-P. The method was developed on
cubic specimens of 5 cm on a side of hardened and unadditioned Portland
cement paste (5252.
Suárez-Navarro, J.A.; Moreno-Reyes, A.M.; Gascó, C.; Alonso, M.M.;
Puertas, F. (2020) Gamma spectrometry and LabSOCS-calculated efficiency
in the radiological characterisation of quadrangular and cubic specimens
of hardened portland cement paste. Rad. Phys. Chem. 171, 108709. https://doi.org/10.1016/j.radphyschem.2020.108709.
).
), determined on ground powdered samples.
Cement paste | Radionuclide concentration (Bq kg-1) | |||
---|---|---|---|---|
226Ra | 232Th | 40K | ACI | |
OPC | 7.86 ± 0.60 | 13.83 ± 0.60 | 166.7 ± 6.7 | 0.1428 ± 0.0041 |
White Cement | 26.96 ± 0.73 | 3.42 ± 0.16 | 59.0 ± 3.2 | 0.1271 ± 0.0038 |
CAC | 28.6 ± 1 | 98.9 ± 1.8 | 17.2 ± 3.4 | 0.535 ± 0.011 |
OPC+ 10 % SF | 6.97 ± 0.59 | 13.31 ± 0.58 | 165.1 ± 6.8 | 0.1384 ± 0.0057 |
OPC+ 50 % FA | 49.1 ± 1.3 | 62.2 ± 1.1 | 211.6 ± 8.0 | 0.5097 ± 0.0099 |
OPC+50 % S | 41.5 ± 1.1 | 22.76 ± 0.69 | 114.1 ± 5.4 | 0.2914 ± 0.0069 |
OPC+50 % L | 9.35 ± 0.33 | 7.09 ± 0.48 | 7.09 ± 0.48 | 0.0928 ± 0.0044 |
OPC:
CEM 52.5R; SF: silica Fume; FA: fly ash; S: ground blast furnace slag;
L: limestone; CAC: calcium aluminium cement
Reproduced with kind
permission of Elsevier
That new methodology was developed on
48 h and 64 d cubic (5 cm on side) specimens of hardened portland
cement paste. The pastes were prepared with a number of gamma radiation
‘cocktails’ (210Pb, 241Am, 137Cs, 60Co, 40K and 226Ra)
with known activity concentrations and emission energy values ranging
from 46.54 keV to 1332.5 keV. The gamma cocktails were carefully blended
with the water and cement to ensure a uniform mix. Gamma spectrometry
was conducted on 48 hours and 64 days compact solid samples. The solid
cubic specimens were measured at different heights on a
LabSOCS-calibrated ultrapure germanium (HPGe) detector (5252.
Suárez-Navarro, J.A.; Moreno-Reyes, A.M.; Gascó, C.; Alonso, M.M.;
Puertas, F. (2020) Gamma spectrometry and LabSOCS-calculated efficiency
in the radiological characterisation of quadrangular and cubic specimens
of hardened portland cement paste. Rad. Phys. Chem. 171, 108709. https://doi.org/10.1016/j.radphyschem.2020.108709.
).
The same pastes were ground and re-measured to validate the results for
the cubic monolithic specimens (5 cm on side). The specimens tested are
depicted in Figure 5.
). Reproduced with kind permission of Elsevier.
The findings showed that i) the experimentally tested activities found for both plastic cylindrical containers and cubic cement pastes using LabSOCS-calculated efficiency proved to be statistically comparable, ii) the variation in efficiency with quadratic specimen height satisfactorily corrected the gamma photon attenuation induced by the photoelectric and Compton effects in the energy range studied (46.54 keV to 1332.5 keV) as well as changes in the solid angle of the detector, iii) as the activity found on the six sides of the cubic cement specimen were statistically indistinguishable, activity may be determined by measuring just one side and iv) the accuracy and precision observed for the two counting geometries met the standard acceptability criteria applied in environmental radioactivity laboratories. Although no significant differences were found between 48 hours and 64 days cubic cement paste activity, analyses should preferably be conducted after the hydration reactions have run full course to avoid possible distortions in the 226Ra activity values calculated from 222Rn progeny. Figure 6 graphs the variation in method efficiency with specimen height in the energy range studied. This new measuring methodology is currently being validated for cement pastes bearing NORM waste and hybrid alkali-activated cement pastes.
).
Radiological studies have likewise been conducted on Portland cement concretes (1010.
Labrincha, J.; Puertas, F.; Schroeyers, W.; Kovler, K.; Pontikes, Y.;
Nuccetelli, C.; Krivenko, P.V.; Kovalchuk, O.; Petropavlovsky, O.;
Komljenovic, M.; Fidanchevski, E.; Wiegers, R.; Volceanov. E.; Gunay,
E.; Sanjuán, M. A.; Ducman, V.; Angjusheva, B.; Bajare, D.; Kovacs, T.;
Bator, G.; Schreurs, S.; Aguiar, J.; Provis, J.L. (2017) From NORM
by-products to building materials. In Naturally Ocurring Radiactive
Materials in Construction. Chapter 7. Ed. W. Schroeyers. Elservier,
183-252, https://doi.org/10.1016/B978-0-08-102009-8.00007-4.
). Trevisi et al. (105105.
Trevisi, R.; Risica, S.; D’Alessandro, M.; Paradiso, D.; Nuccetelli. C.
(2012) Natural radioactivity in building materials in the European
Union: a database and an estimate of radiological significance. J. Env. Rad. 105, 11-20. https://doi.org/10.1016/j.jenvrad.2011.10.001.
)
ran an extensive study of the radiological data for a number of
building materials, concretes among them. The concentration activities
for concretes from different countries drawn from that paper are
reproduced in Table 11.
The value given for each concrete as a whole includes the radionuclide content in its main components: cement, water, aggregates, admixtures and mineral additions, all of which must be borne in mind in radiological assessments, given concrete heterogeneity.
The
concentration activities of standardised and other conventional cements
are tabled in earlier sections of this review. Aggregates, which account
for 50 % to 75 % of the total weight, play a significant part in
concrete properties and behaviour. Several authors have studied the
radiological behaviour of different types of natural aggregates (6464.
Piedecausa, B.; Chinchón-Payá, S.; Morales, M.A.; Sanjuán, M.A. (2011)
Radioactividad natural de los materiales de construcción. Aplicación al
hormigón. Parte 1. Radiación externa: índice de riesgo radiactivo. Cem. Horm. 945, 40-65.
, 7474. Turhan, Ş. (2008) Assessment of the natural radioactivity and radiological hazards in Turkish cement and its raw materials. J. Env. Rad. 99 [2], 404-414. https://doi.org/10.1016/j.jenvrad.2007.11.001.
, 9292. Turhan, Ş.; Gürbüz, G. (2008) Radiological significance of cement used in building construction in Turkey. Rad. Protec. Dos. 129 [4], 391-396. https://doi.org/10.1093/rpd/ncm454.
, 9990 Espinosa, S.; Golzarri, J.I.; Gamboa, I.; Jacobsen, I. (1986) Natural radioactivity in Mexican building Materials by SSNT. Nuclear Tracks Rad. Meassu. 12, [1-6], 767-770.
, 108108.
Raghu, Y.; Ravisankar, R.; Chandrasekaran, A.; Vijayagopal, P.;
Venkatraman, B. (2018) Assessment of natural radioactivity and
radiological hazards in building materials used in the Tiruvannamalai
District, Tamilnadu, India, using a statistical approach. J. Taibah Univ. Sci. 11 [4], 523-533. https://doi.org/10.1016/j.jtusci.2015.08.004.
).
).
Country | N of samples | 226Ra (Bq kg-1) | 232Th (Bq kg-1) | 40K (Bq kg-1) | ||||||
---|---|---|---|---|---|---|---|---|---|---|
Average | Min | Max | Average | Min | Max | Average | Min | Max | ||
Austria | 1 | 15 | 7 | 21 | 14 | 3 | 57 | 164 | 16 | 382 |
Belgium | 37 | 17 | 5 | 42 | 16 | 5 | 42 | 247 | 85 | 490 |
Bulgaria | 2 | 25 | 19 | 30 | 24 | 17 | 30 | 450 | 200 | 700 |
Czech Republic | 491 | 33 | 24 | 495 | ||||||
Denmark | 121 | 152 | 15 | 670 | 27 | 10 | 53 | 620 | 280 | 1190 |
Finland | 294 | 42 | 33 | 53 | 37 | 34 | 39 | 740 | 359 | 964 |
France | 16 | 44 | 8 | 126 | 40 | 4 | 106 | 88 | 58 | 118 |
Germany | 75 | 54 | 30 | 100 | 57 | 23 | 100 | 629 | 400 | 1100 |
Greece | 64 | 40 | 22 | 85 | 6 | 3 | 17 | 101 | 7 | 383 |
Hungary | 97 | 16 | 13 | 18 | 22 | 11 | 33 | 356 | 204 | 437 |
Ireland | 8 | 29 | 18 | 68 | 12 | 3 | 13 | 217 | 16 | 1100 |
Italy | 20 | 19 | 13 | 23 | 18 | 12 | 24 | 329 | 230 | 457 |
Lithuania | 1 | 32 | 17 | 426 | ||||||
Luxembourg | 2 | 93 | 88 | 98 | 92 | 90 | 93 | 110 | 73 | 146 |
The Netherlands | 55 | 35 | 10 | 115 | 30 | 6 | 132 | 263 | 140 | 870 |
Poland | 678 | 115 | 65 | 200 | 72 | 36 | 127 | 666 | 492 | 1005 |
Portugal | 38 | 61 | 1 | 167 | 50 | 1 | 152 | 747 | 11 | 1450 |
Romania | 133 | 65 | 17 | 114 | 64 | 16 | 115 | 425 | 163 | 918 |
Slovakia | 41 | 34 | 11 | 45 | 27 | 7 | 40 | 402 | 251 | 664 |
Slovenia | 3 | 117 | 20 | 309 | 20 | 10 | 40 | 218 | 105 | 406 |
Spain | 24 | 30 | 32 | 204 | ||||||
Sweden | 509 | 242 | 42 | 1300 | 70 | 31 | 100 | 627 | 276 | 819 |
United Kingdom | 17 | 61 | 18 | 89 | 30 | 13 | 42 | 493 | 370 | 650 |
Overall average | 60 | 35 | 392 | |||||||
CV (%) Overall range | 1 | 1300 | 1 | 152 | 7 | 1450 |
The
nature of the fine (sand) and coarse aggregates used in concrete
manufacture determines their contribution to the overall radionuclide
concentration activity in concrete, although it varies widely. According
to Raghu et al. (105105.
Trevisi, R.; Risica, S.; D’Alessandro, M.; Paradiso, D.; Nuccetelli. C.
(2012) Natural radioactivity in building materials in the European
Union: a database and an estimate of radiological significance. J. Env. Rad. 105, 11-20. https://doi.org/10.1016/j.jenvrad.2011.10.001.
), in India the contribution of the sand to 226Ra activity may range from 90 Bq kg-1 to 554 Bq kg-1; in 232Th from 101 Bq kg-1 to 358 Bq kg-1 and in 40K from 280-633 Bq kg-1. Figure 7 compares the mean radium equivalent activity of sand to the activity of other Tiruvannamalai building materials (108108.
Raghu, Y.; Ravisankar, R.; Chandrasekaran, A.; Vijayagopal, P.;
Venkatraman, B. (2018) Assessment of natural radioactivity and
radiological hazards in building materials used in the Tiruvannamalai
District, Tamilnadu, India, using a statistical approach. J. Taibah Univ. Sci. 11 [4], 523-533. https://doi.org/10.1016/j.jtusci.2015.08.004.
).
). Reproduced with kind permission of Elsevier.
Kovler et al. (6363.
Kovler, K.; Haquin, G.; Manasherov, V.; Ne´eman, E.; Lavi, N. (2002)
Natural radionuclides in building materials available in Israel. Build. Environ. 37 [5], 531-537. https://doi.org/10.1016/S0360-1323(01)00048-8.
)
studied radionuclide concentrations in Israeli building materials and
compared the values for different types of standard weight and
lightweight aggregates. Their findings are reproduced in Table 12.
).
Normal weight aggregate | Radionuclide concentration (Bq·kg-1) | ||
---|---|---|---|
226Ra | 232Th | 40K | |
Basalt coarse | 12.0 | 13.7 | 308.5 |
Dolomite coarse | 28.0 | 3.1 | 33.6 |
Limestone coarse | 18.3 | 7.4 | 77.1 |
Gravel | 15.0 | 3.0 | 50.4 |
Limestone sand | 12.1 | 4.1 | 51.1 |
Quartz sand | 3.1 | 3.7 | 90.9 |
Lightweight aggregate | |||
LECA (Norwegian weight product, made of expanded clay) | 66.1 | 58.3 | 1149.0 |
Pumice aggregate (Greek product) | 53.2 | 65.9 | 1155.0 |
Experimental aggregate (Israeli product, made of coal fly ash) | 61.2 | 55.1 | 1015.0 |
Tuff | 33.1 | 41.1 | 534.3 |
Reproduced with kind permission of Elsevier
As the data in Table 12 show, the lightweight aggregate exhibited higher values in all natural radionuclides, 40K in particular.
The activity concentrations of the natural uranium, thorium, actinium series and 40K are known to be high in granite, where the thorium (Th)/uranium (U) mass ratio ranges from 2.25 to 4.67 (1717. Condomines, M.; Hemond, C.; Allègre, C. (1988) UThRa radioactive disequilibria and magmatic processes. Earth Planet. Sci. Lett. 90 [3], 243-262.
, 109109. Allard, B.; Olofsson, U.; Torstenfelt, B. (1984) Environmental actinide chemistry. Inor. Chimi. Acta. 94 [4], 205-221.
, 110110. Plant, J.A.; Saunders, A.D. (1966) The Radioactive Earth. Radia. Protec. Dosi. 68 [1-2], 25-36. https://doi.org/10.1093/oxfordjournals.rpd.a031847.
).
Granite is a mineral that can be used as a building material in its own
right or as fine aggregate in portland cement mortars and concretes.
The authors of this review recently studied (under aforementioned
project BIA2016-77252-R) the effect of particle size distribution and
mineralogical composition of granite from the Spanish region of Galicia
on the radiological behaviour of cement mortars (1919.
Suárez-Navarro, J.A.; Alonso, M.M.; Gascó, C.; Pachón, A.;
Carmona-Quiroga, P.M.; Argiz, C.; Sanjuán, M.A.; Puertas, F. (accepted
2021) Effect of particle size and composition of granitic sands on the
radiological behavior of mortars. Bol. Soc. Esp. Cer. Vid. Available online 2 June 2021. https://doi.org/10.1016/j.bsecv.2021.05.001.
, 111111.
Sanjuan, M.A.; Argiz, C.; Alonso, M.M.; Suarez-Navarro, J.A.; Gascó,
C.; Puertas, F. (2019) Natural radioactivity of Portland cement mortars
made with granite sand. 15th International Congress on Chemistry of Cement (Prague).
).
According to the findings, granite particle size distribution and
mineralogical composition affect radionuclide activity concentration, as
may be inferred from Table 13 and Figure 8 (111111.
Sanjuan, M.A.; Argiz, C.; Alonso, M.M.; Suarez-Navarro, J.A.; Gascó,
C.; Puertas, F. (2019) Natural radioactivity of Portland cement mortars
made with granite sand. 15th International Congress on Chemistry of Cement (Prague).
).
The activity concentrations of the thorium and uranium natural decay
series were highest in the finest fractions. A correlation was observed
between thorium and the MgO and Fe2O3 normally present in mica group phyllosilicates. ACI values were higher in granite aggregate than quartz sand mortars (Figure 9) (1919.
Suárez-Navarro, J.A.; Alonso, M.M.; Gascó, C.; Pachón, A.;
Carmona-Quiroga, P.M.; Argiz, C.; Sanjuán, M.A.; Puertas, F. (accepted
2021) Effect of particle size and composition of granitic sands on the
radiological behavior of mortars. Bol. Soc. Esp. Cer. Vid. Available online 2 June 2021. https://doi.org/10.1016/j.bsecv.2021.05.001.
).
).
Material (Spanish Region) | Size | Activity concentration (Bq kg-1) | |||
---|---|---|---|---|---|
40K | 214Pb(226Ra) | 212Pb(232Th) | |||
Granite aggregate | Coruña | 230 µm | 1015 ± 43 | 200 ± 30 | 70.5 ± 5.7 |
0-2 mm | 1030 ± 44 | 207 ± 31 | 72 ± 12 | ||
0-4 mm | 1081 ± 92 | 180 ± 27 | 65 ± 11 | ||
5-8 mm | 1206 ± 104 | 148 ± 22 | 63 ± 11 | ||
9-20 mm | 1201 ± 88 | 172 ± 26 | 95 ± 16 | ||
Vigo | 230 µm | 945 ± 81 | 135 ± 20 | 99 ± 16 | |
0-2 mm | 875 ± 75 | 128 ± 19 | 90 ± 15 | ||
0-4 mm | 841 ± 72 | 115 ± 17 | 86 ± 14 | ||
5-8 mm | 1244 ± 106 | 99 ± 15 | 88 ± 14 | ||
9-20 mm | 1191 ± 103 | 120 ± 18 | 120 ± 20 | ||
Lugo | 230 µm | 1032 ± 88 | 114 ± 17 | 161 ± 26 | |
0-2 mm | 933 ± 80 | 96 ± 15 | 148 ± 24 | ||
0-4 mm | 1050 ± 90 | 90 ± 14 | 139 ± 23 | ||
5-8 mm | 1347 ± 115 | 111 ± 17 | 152 ± 33 | ||
9-20 mm | 1073 ± 92 | 90 ± 14 | 79 ± 13 | ||
Standard siliceous aggregate | 0 - 2 mm | 147 ± 13 | 4.2 ± 0.71 | 7.2 ± 1.2 | |
Cement | 205 ± 18 | 32.0 ± 4.9 | 15.0 ± 2.4 |
). Reproduced with kind permission of Elsevier.
). Reproduced with kind permission of Elsevier.
Very
few studies have been conducted on the contribution of concrete
admixtures to overall concrete radiological behaviour. The authors of
this article, under project BIA2016-77252-R, explored the behaviour of
several organic and inorganic admixtures used as pigments or water
repellents in concretes and mortars (4848.
Suarez-Navarro, J.A.; Lanzón, M.; Moreno-Reyes, A.M.; Gascó, C.;
Alonso, M.M.; Blanco-Varela, M.T.; Puertas, F. (2019). Radiological
behaviour of pigments and water repellents in cement-based mortars. Construc. Build. Mat. 225, 879-885. https://doi.org/10.1016/j.conbuildmat.2019.07.271.
). Low radionuclide concentrations were observed except in natural pigments, which raised the 238U
series concentration. Those low levels were attributable to the raw
material used, namely the red mud generated in aluminium production. The
radiological risk for the general public and for workers due to
exposure to pigment-modified construction materials was consequently
assessed. The doses received by those two communities were neither
significant nor constituted any perceptible hazard, essentially in light
of the small amounts of pigment used to prepare mortars.
4.5.2. Alkali-activated cements and concretes. Geopolymers
⌅Alkali-activated
materials (AAMs) are the product of the reaction between a (solid or
dissolved) alkaline metal and a solid silicoaluminate powder (binder or
precursor). The precursor may be metakaolin, steel or ion mill slag, a
natural pozzolan or fly or bottom ash. The alkalinity required is
sourced from alkaline hydroxides, silicates, carbonates, sulfates,
aluminates or oxides. As many of the precursors and some activators may
carry NORM waste, the radionuclide concentration of these alternative
cements and mortars should be determined (1010.
Labrincha, J.; Puertas, F.; Schroeyers, W.; Kovler, K.; Pontikes, Y.;
Nuccetelli, C.; Krivenko, P.V.; Kovalchuk, O.; Petropavlovsky, O.;
Komljenovic, M.; Fidanchevski, E.; Wiegers, R.; Volceanov. E.; Gunay,
E.; Sanjuán, M. A.; Ducman, V.; Angjusheva, B.; Bajare, D.; Kovacs, T.;
Bator, G.; Schreurs, S.; Aguiar, J.; Provis, J.L. (2017) From NORM
by-products to building materials. In Naturally Ocurring Radiactive
Materials in Construction. Chapter 7. Ed. W. Schroeyers. Elservier,
183-252, https://doi.org/10.1016/B978-0-08-102009-8.00007-4.
).
The radiological behaviour of alkali-activated slag and fly ash cement pastes was first studied by Puertas et al. (6565.
Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.;
Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological
characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
) in vitreous blast furnace slag (BFS) activated with waterglass (AAS) (SiO2/Na2O ratio of 0.86) and the same precursor activated with NaOH pre-treated waste glass (waste glass-AAS) at the same SiO2/Na2O
ratio. The fly ash(FA) precursor, in turn, was activated with an 8 M
NaOH solution containing 15 % waterglass (N/15Wg-AAFA) as well as with
waste glass (waste glass-AAFA). Their findings are summarised in Table 14.
, 6565. Puertas, F.; Alonso, M.M.; Torres-Carrasco, M.; Rivilla, P.; Gasco, C.; Yagüe, L.; Suárez, J. A.; Navarro, N. (2015) Radiological characterization of anhydrous/hydrated cements and geopolymers. Construc. Build. Mat. 101 [1], 1105-1112. https://doi.org/10.1016/j.conbuildmat.2015.10.074.
).
Series | 238U | 232Th | 40K | ACIa | |||
---|---|---|---|---|---|---|---|
Material | 234Th | 214Pb | 228Ac | 212Pb | 208Tl | ||
Fly ash | 130 ± 7.1 | 127.4 ± 1.3 | 130.3 ± 1.5 | 133.8 ± 1.3 | 41.33 ± 0.57 | 316.4 ± 5.9 | 1.1815 ± 0.0089 |
BFS | 156.4 ± 6.8 | 147.2 ± 1.4 | 45.7 ± 0.86 | 42.9 ± 1.2 | 14.71 ± 0.30 | 76.3 ± 2.7 | 0.7448 ± 0.0065 |
Waste glass | 11.4 ± 1.1 | 8.73 ± 0.19 | 5.83 ± 0.22 | 6.28 ± 0.12 | 1.867 ± 0.075 | 226.8 ± 4.4 | 0.1338 ± 0.0020 |
Wg-AAS | 91.5 ± 5.6 | 48.7 ± 1.1 | 22.84 ± 0.71 | 23.3 ± 0.69 | 7.7 ± 0.39 | 77.0 ± 5.0 | 0.3022 ± 0.0054 |
Waste glass-AAS | 94.4 ± 6.7 | 54.5 ± 1.4 | 23.78 ± 0.81 | 24.99 ± 0.83 | 8.04 ± 0.41 | 89.2 ± 4.8 | 0.3303 ± 0.0064 |
N/15Wg-AAFA | 56.4 ± 5.7 | 36.44 ± 0.97 | 67.8 ± 1.4 | 75.1 ± 1.8 | 21.57 ± 0.59 | 578 ± 15 | 0.6531 ± 0.0092 |
Waste glass-AAFA | 57.4 ± 3.2 | 37.9 ± 1.1 | 62.2 ± 1.2 | 75.1 ± 1.2 | 22.62 ± 0.63 | 550 ± 14 | 0.6207 ± 0.0084 |
The overall ACI values were higher for fly ash than for vitreous slag and the former were much higher than observed for ordinary Portland cement. Nonetheless, as the values recorded for these geopolymers were consistently lower than 1, they would be fully compliant with the existing legislation.
A more recent study conducted by Nuccetelli et al. (7575.
Nuccetelli, C.; Trevisi, R.; Ignjatović, I.; Dragaš, J. (2017)
Alkali-activated concrete with Serbian fly ash and its radiological
impact. J. Env. Rad. 168, 30-37. https://doi.org/10.1016/j.jenvrad.2016.09.002.
)
of the radiological behaviour of concretes manufactured with fly ash
from five coal-fired power plants in Serbia yielded the results given in
Table 15. Their findings also showed ACI values consistently under 1 in all the alkaline concretes analysed.
).
AAFASC samples | 232Th | 226Ra | 40K | ACI |
---|---|---|---|---|
(Bq kg-1) | ||||
C_FA-1 | 18.4 ± 0.4 | 28.5 ± 1.5 | 232 ± 4 | 0.26 ± 0.1 |
C_FA-2 | 18.6 ± 0.4 | 28.8 ± 1.3 | 225 ± 4 | 0.26 ± 0.1 |
C_FA-3 | 12.5 ± 0.2 | 21.2 ± 0.9 | 196 ± 3 | 0.20 ± 0.1 |
C_FA-4 | 14.9 ± 0.3 | 27.7 ± 1.7 | 218 ± 3 | 0.24 ± 0.1 |
C_FA-5 | 16.1 ± 0.3 | 28.3 ± 1.2 | 197 ± 3 | 0.24 ± 0.1 |
Other authors report that alkali-activated metakaolin materials are also free of radiological risk (8888.
Ivanović, M.; Kljajević, Lj.; Nenadović, M.; Bundaleski, N.; Vukanac,
I.; Todorović, B.; Nenadović, S. (2018) Physicochemical and radiological
characterization of kaolin and its polymerization products. Mater. Construcc. 68 [330], e155 https://doi.org/10.3989/mc.2018.00517.
).
That paper also specifies the absorbed dose rate (DR) and the annual
effective dose rate (EDR), calculated as recommended in the UNSCEAR 2000
report. The authors note that the specific activity of the natural
radionuclides in metakaolin resulting from pre-heating kaolin at 750 °C
was 1.6, while the geopolymer exhibited the lowest specific activities.
The
present authors, again under the umbrella of project BIA2016-77252-R,
explored the compositions of a number of geopolymer pastes, including
hybrid systems (blends of OPC and an activated precursor traditionally
used in geopolymers). The precursors included coal fly ash, glassy blast
furnace slag and red mud (9090.
Skaropoulou, A.; Tsivilis, S.; Kakali, G.; Sharp, J. H.; Swamy, R. N.
(2009) Long term behavior of Portland limestone cement mortars exposed
to magnesium sulfate attack. Cem. Concr. Comp. 31 [9], 628-636 https://doi.org/10.1016/j.cemconcomp.2009.06.003.
). The radiological findings graphed in Figure 10
show that when red mud accounts for ≥60 % of a cement or geopolymer,
the ACI values exceed 1. At lower values the waste is Euratom
directive-compliant. Croymans et al. (112112.
Croymans, T.; Schroeyers, W.; Krivenko, P.; Kovalchuk, O.; Pasko, A.;
Hult, M.; Marissens, G.; Lutter, G.; Schreurs, S. (2017) Radiological
characterization and evaluation of high volume bauxite residue alkali
activated concretes. J. Env. Rad. 168, 21-29. https://doi.org/10.1016/j.jenvrad.2016.08.013.
)
contend that to ensure workers receive lower than the safe occupational
dose stipulated in Radiation Protection (RP) 122 (0.3 mSv/a), building
materials should contain less than 75 wt% of Ukrainian bauxite waste.
Applying that same criterion, however, no constraint on the use of
Ukrainian bauxite waste would be necessary in road construction.
).
5. FINAL REMARKS
⌅The natural radioactivity of industrial waste/by-products qualifying for inclusion in building materials, along with the radioactivity of the end products, namely cements and concretes, must be determined to validate their ultimate use and application. That in turn translates into ensuring the doses of those products handled on construction sites are innocuous and working conditions are safe and controlled. The buildings and structures bearing those materials must also comply with all the health and safety criteria and legislation in place that protect building occupants and users.
This review does not address radon (isotope 222Rn)
emanation/exhalation associated with building materials, a matter of
particular social, environmental and public health interest. Radon gas
is known to have harmful effects on health, particularly as concerns
lung cancer (113113.
Frutos Vázquez, B. (2009) Estudio experimental sobre la efectividad y
la viabilidad de distintas soluciones constructivas para reducir la
concentración de gas radón en edificaciones. PhD Thesis E.T.S.
Arquitectura. Universidad Politécnica de Madrid.
), with 20 000 yearly deaths in the world from that disease attributed or related to radon gas.
More radiological studies and controls should be conducted on all building materials and particularly those bearing or manufactured with waste/by-products. As important as understanding the mechanical strength, soundness and durability of building materials is knowing whether they release radioactivity or other harmful or unhealthy elements during handling and ultimate on-site use.