1. INTRODUCTION
⌅Waste
accompanies all human activities, especially in industrial ones. One of
the most environmentally burdensome industries is hard coal mining due
to the generation of large amounts of waste. It is estimated that around
60 million tons of mining waste are generated annually across the world
(11. Murmu, A.L.; Patel, A. (2018) Towards sustainable bricks production: An overview. Constr. Build. Mater. 165, 112-125. https://doi.org/10.1016/j.conbuildmat.2018.01.038.
).
Inappropriate
management of this waste may cause the degradation of the natural
environment. The waste from hard coal mining accumulated in landfills is
a considerable burden for the local natural environment. The scale and
extent of this phenomenon depends on many factors, including the amount
and type of the waste, as well as its chemical composition and the
content of heavy metals, the concentration of natural radionuclides,
radon exhalation and other physical properties (22. Puertas, F.; Suárez-Navarro, J.A.; Alonso, M.M.; Gasco, C. (2021) NORM waste, cements, and concretes. A review. Mater. Construcc. 71 [244], e259. https://doi.org/10.3989/mc.2021.13520.
).
In addition to the aspects related to environmental protection, the economic aspect is also important which is related to the process of storing the waste and the resulting financial burden.
Some of the waste, due to its properties, can be used in the construction industry (33. Subashi De Silva, G.H.M.J.; Hansamali, E. (2019) Eco-friendly fired clay bricks incorporated with porcelain ceramic sludge. Constr. Build. Mater. 228, 116754 https://doi.org/10.1016/j.conbuildmat.2019.116754.
-44.
Kusiorowski, R.; Zaremba, T.; Piotrowski, J. (2014) The potential use
of cement-asbestos waste in the ceramic masses destined for sintered
wall clay brick manufacture. Ceram. Int. 40, 11995-12002, https://doi.org/10.1016/j.ceramint.2014.04.037.
), e.g. in the production of construction ceramics (5-85.
Luo, L.; Li, K.; Fu, W.; Liu, C.; Yang, S. (2020) Preparation,
characteristics and mechanisms of the composite sintered bricks produced
from shale, sewage sludge, coal gangue powder and iron ore tailings. Constr. Build. Mater. 232, 117250. https://doi.org/10.1016/j.conbuildmat.2019.117250.
6.
Lemougna, P.N.; Yliniemi, J.; Ismailov, A.; Levanen, E.; Tanskanen, P.;
Kinnunen, P.; Roning, J.; Illikainen, M. (2019) Recycling lithium mine
tailings in the production of low temperature (700-900 oC) ceramics: Effect of ladle slag and sodium compounds on the processing and final properties. Constr. Build. Mater. 221, 332-344, https://doi.org/10.1016/j.conbuildmat.2019.06.078.
7.
Stolboushkin, A.Y.; Ivanov, A.I.; Fomina, O.A.(2016) Use of coal-mining
and processing wastes in production of bricks and fuel for their
burning. Procedia Eng. 150, 1496 - 1502. https://doi.org/10.1016/j.proeng.2016.07.089.
8.
Kusin, F.M.; Munirah, S.N.; Hasan, S.; Hassim, M.A.; Molahid, V.L.M.
(2020) Mineral carbonation of sedimentary mine waste for carbon
sequestration and potential reutilization as cementitious material. Environ. Sci. Pollut. Res. 27, 12767-12780. https://doi.org/10.1007/s11356-020-07877-3.
). For instance the waste form glass wool industry can be used to porous ceramics production (99.
Lemougna, P.N.; Yliniemi, J.; Adediran, A.; Luukkonen, T.; Transkanen,
P.; Finnilä, M.; Illikainen M. (2021) Synthesis and characterization of
porous ceramics from spodumene tailings and waste glass wool. Ceram. Int. 47 [23], 33286-33297. https://doi.org/10.1016/j.ceramint.2021.08.231.
-1010.
Adediran, A.; Lemougna, P.N.; Yliniemi, J.; Transkanen, P.; Kinnunen,
P.; Roning, J.; Illikainen, M. (2021) Recycling glass wool as a fluxing
agent in the production of clay- and waste-based ceramics. J. Clean. Prod. 289, 125673. https://doi.org/10.1016/j.jclepro.2020.125673.
). The following mining wastes may be used in the construction ceramics industry (1111.
Rubin, J.A. (2019) The influence of material and technological factors
on radon exhalation from concrete with a cement matrix. Monograph.
Publishing house of the Silesian University of Technology. Gliwice,
2019.
):
Shale
is one of the components of gangue obtained in the extraction of hard
coal and it is stored in dumps. The coal extraction and separation
process does not have ideal efficiency and therefore a certain amount of
coal is stored in dumps along with waste rocks. This situation can lead
to self-ignition which will initiate thermal activity. High
temperatures may change some physical properties of shale. Additionally,
a dump with shale poses a potential risk to the environment due to the
possibility of sulfides leaching, which contaminate groundwater and
soil. Thermally active dumps emit significant amounts of CO and CO2 (12-1412.
Gawor, L. (2014) Coal mining waste dumps as secondary deposits -
examples from the Upper Silesian Coal Basin and the Lublin Coal Basin. Geol. Geophys. Environ. 40 [3], 285-289. https://doi.org/10.7494/geol.2014.40.3.285.
13.
Abramowicz, A.; Rahmonov, O.; Chybiorz, R. (2021) Environmental
management and landscape transformation on self-heating coal-waste dumps
in the Upper Silesian Coal Basin. Land. 10, 23. https://doi.org/10.3390/land10010023.
14.
Szczepanska-Plewa, J.; Stefaniak, S.; Twardowska, I. (2010) Coal mining
waste management and its impact on the groundwater chemical status
exemplified in the Upper Silesia Coal Basin (Poland). Pol. Geol. Inst. Spec. Pap. 441, 157-166.
).
Mining waste can be used in ceramic production as a component of ceramic masses (1111.
Rubin, J.A. (2019) The influence of material and technological factors
on radon exhalation from concrete with a cement matrix. Monograph.
Publishing house of the Silesian University of Technology. Gliwice,
2019.
, 1515.
Fecko, P.; Tora, B.; Tod, M. (2013) Coal waste: handling, pollution
impacts and utilization. The coal handbook: towards cleaner production:
Volume 2: Coal Utilisation.
, 1616.
Murzyn, P.; Pyzalski, M. (2018) Characteristis and assessment of the
suitability of coal-rich mining waste in the production of ceramic
building materials. Multidisc. J. Waste Resour. Resid. 1, 30-37. https://doi.org/10.26403/detritus/2018.20.
).
Self-burned shale - waste from mining industry, due to its chemical and
mineralogical composition, is similar to brick clay. It’s physical
properties are also similar to brick clay. It can be classified as
sintering materials and can therefore be useful for the production of
ceramic products (1111.
Rubin, J.A. (2019) The influence of material and technological factors
on radon exhalation from concrete with a cement matrix. Monograph.
Publishing house of the Silesian University of Technology. Gliwice,
2019.
).
A significant problem with the proposed mining waste management is the varied content of natural radionuclides, e.g. 226Ra, 232Th and 40K, present in investigated wastes. The research (1111.
Rubin, J.A. (2019) The influence of material and technological factors
on radon exhalation from concrete with a cement matrix. Monograph.
Publishing house of the Silesian University of Technology. Gliwice,
2019.
) carried out on 24 samples of shale collected
from 13 dumps in the area of the Upper Silesian Coal Basin show the
variability of the concentration of the above radionuclides: 226Ra (52.7 - 367 Bq·kg-1), 232Th (3.5 - 106 Bq·kg-1), 40K (241 - 892 Bq·kg-1).
The
permissible limit for the concentration of natural radionuclides in
construction materials which reach the trading standards set by the
European Union is regulated by the EURATOM 2013/59 Directive (1717.
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.
). The maximum concentration of radium 226Ra, thorium 232Th and potassium 40K is determined by the following formula (Equation [1]):
where CRa, CTh and CK mean the activity concentration of 226Ra, 232Th and 40K, respectively (expressed in Bq·kg-1).
The expression is used to ensure that annual effective dose for people, does not exceed 1 mSv if such material is used to construction the model room, according to the following scenario:
-
Dimensions of the model room: 4 x 5 x 2.8 m.
-
Thickness and density of the structures: 20 cm, 2350 kg·m-3.
-
Annual exposure time: 7000 hours.
Another aspect related to natural radioactivity is the exhalation of radon 222Rn from ceramic blocks produced from mining waste. Radon is a noble gas, a product of radioactive decay of 226Ra.
It can migrate in the pore space and get out of the block (exhalation).
However, the exhalation rate depends not only on the concentration of
the parent isotope - 226Ra, but also on the porosity and permeability of the material. Directive EURATOM 2013/59 (1717.
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.
) introduces the reference level of radon concentration in air in buildings of 300 Bq·m-3. The construction materials should not result in the increase of radon concentration in rooms above this limit.
In the scope of this study, the possibility of using shale from one of the Upper Silesian Coal Basin dumps as the basic raw material in the production of construction ceramics was investigated. Three ceramic samples (cylindrical bricks) were prepared. The samples were sintered in three various temperatures in order to verify the influence of this parameter to mechanical and radiological properties. Subsequently, the basic mechanical properties of sintered bricks were tested. The radioactivity content and radon exhalation rate were also examined.
2. MATERIALS AND METHODS
⌅2.1 Study area
⌅This work focuses on mining waste generated in the Upper Silesian Coal Basin, Poland (Figure 1).
This is an area where the industry has been dominated by coal mining
for almost 200 years. The management of the generated waste is a very
important issue for this region. Approximately, 30 million tons of waste
from hard coal mining is generated in Poland annually and 600 million
tons was deposited in Poland - accumulated in landfills, dumps and
sediment ponds (1616.
Murzyn, P.; Pyzalski, M. (2018) Characteristis and assessment of the
suitability of coal-rich mining waste in the production of ceramic
building materials. Multidisc. J. Waste Resour. Resid. 1, 30-37. https://doi.org/10.26403/detritus/2018.20.
).
2.2 Preparation of ceramic samples
⌅Ceramic samples (cylinders) were prepared from self-burned shale and brick clay. The self-burned shale was grinded before ceramic mass preparation. The amount of technological water was determined experimentally. The forming by the vibration method in cylindrical molds with the following dimensions: height = diameter = 8 cm was applied. The industrial methods of brick shaping were not applied due to preliminary and experimental character of this work.
The final composition of the ceramic mixture is presented in Table 1.
No. | Component: | Unit: | Per 1 m 3 of mixture (weight pertentage): |
---|---|---|---|
1. | Grinded shale from dump (fr. 0÷0.5 mm) | [kg] | 897.1 (51.9%) |
2. | Birck clay (fr. 0÷0.5 mm) | [kg] | 384.4 (22.2%) |
3. | Water | [kg] | 448.5 (25.9%) |
Total: | [kg] | 1730.0 (100%) |
Sintering of the formed and dried samples was carried out at temperatures of 900°C, 1000°C and 1100°C, named CL_900, CL_1000 and CL_1100, respectively. The duration of the burning cycle was 10-11 hours (in the electric furnace chamber), and cooling within 13-14 hours.
The samples did not show any cracks, scratches or visible deformations. Only in the case of samples prepared at 1100 °C was there a significant volume contraction.
2.3 The determination of physical and chemical parameters of bricks
⌅In the scope of this work the following parameters were determined: Absolute density (pycnometric method), bulk density (directly, based on regular shape of samples), open and total porosity (based on density measurements), water absorption (capillary method), static compressive strength (for cylindrical samples in a dried state according to the standard EN 772-1:2011+A1:2015-10 Methods of test for masonry units. Part 1: Determination of compressive strength) and softening coefficient (decrease in compressive strength of the material under the influence of water).
The ceramic elements are classified to the strength class by determined normalized compressive strength factor. according to EN 771-1:2011+A1:2015-10 Requirements for masonry elements. Part 1: Ceramic masonry elements.
Analysis of the mineral composition of the raw material was carried out by the XRD method (Phillips PW-1040 analyzer, in the 2θ measuring range 5-70º).
Additionally, the permeability of one brick was determined. This factor controls the radon exhalation rate (described in chapter 2.3). Permeability is the ability of a solid to allow liquid or gas to pass through it. Quantitatively, it is expressed as permeability coefficient KP, in millidarcy - mD.
The
permeability of the ceramic sample was measured using Pressure Decay
Profile Permeameter PDPK-400 (CoreLab). Tests were made for the
cylindrical ceramic sample, parallel and perpendicular to the axis of
the core. Tests were held using a gas (nitrogen) at the temperature of
20 °C penetrating and passing through the sample at the measurement
point. The permeability was determined based on the time curve of gas
pressure decrease (1818. Klinkenberg, L.J. (1941) The permeability of porous media to liquids and gases. American Petroleum Institute, Drilling and Production Practices, Dallas, 200-213.
). The equipment used enables standard measurements of sample permeability for gas and tests including the effect of gas slip (1919.
Leonardi, F.; Bonczyk, M.; Nuccetelli, C.; Wysocka, M.; Michalik, B.;
Ampollini, M.; Tonnarini, S.; Rubin, J.; Niedbalska, K.; Trevisi, R.
(2018) A study on natural radioactivity and radon exhalation rate in
building materials containing NORM residues: preliminary results. Constr. Build. Mater. 173, 172-179. https://doi.org/10.1016/j.conbuildmat.2018.03.254.
)
so that even at low speeds, the gas flowing through the porous material
behaves in accordance with Darcy’s law. The obtained permeability
coefficient can also be converted into filtration coefficient (k) for water (expressed in m/s) using the Equation [2]:
where:
KP is the permeability coefficient (mD), γ is the specific gravity of liquid (N/cm3) and η is the dynamic viscosity of liquid (Pa·s).
2.4 Radiological characterization
⌅2.4.1 Gamma-ray spectrometry
⌅The activity concentration of the following radionuclides 238U, 235U, 226Ra, 228Ra, 228Th, 210Pb and 40K was determined using a gamma-ray spectrometry equipped with a hyper purity germanium detector (HPGe) with relative efficiency of 35%, cooled by liquid nitrogen (LN2). The energy calibration was performed using a multi-gamma source which contains isotopes (226Ra, 214Bi, 214Pb, 210Pb, 228Ac, 212Pb 208Tl), emitting gamma lines in a wide range (46 - 2600 keV). Specialized software, LABSOCS by Canberra, was applied to perform efficiency calibration. It relays on the Monte Carlo simulation model which is based on the characteristics of detector and sample (chemical composition, dimensions, etc). This approach enabled the non-destructive measurement of the samples which were also investigated in radon exhalation experiments. The samples were tested in their original shape - a cylinder of height 8 cm and 8 cm in diameter (the dimensions could be affected by contraction which occurred after brick firing). The samples were covered with radon leakage proof aluminum foil in order to reach radioactive secular equilibrium between radium and radon progeny. The mathematical model has been validated by the use of certified reference materials (CRM) containing natural radionuclides - RGU-1, RGTh-1 and RGK-1 provided by the International Atomic Energy Agency (IAEA). The LabSOCS calculates the density correction factor and the same model can be applied to samples with different density. The software calculates all the correction factors related to cascade coincidence summing (CCS). The following energy lines were used in activity concentration determination: 238U was determined via 234Th (63 keV) and 234mPa (1001 keV); 235U was determined directly (144 and 163 keV) and additionally via line interfering with 226Ra (186 keV); 226Ra was determined via radon progeny 214Bi (609, 1120 and 1765 keV) and 214Pb (295 and 352 keV) after a 3-week waiting period in order to reach secular equilibrium between radium and radon progeny; 228Ra was determined via 228Ac (911 keV); 228Th was determined via 212Pb (239 keV) and 208Tl (583 keV) - the appropriate correction for series branching was applied; 210Pb and 40K were determined directly based on 47 and 1461 keV, respectively.
Based on the results of the gamma-ray spectrometry, the activity index I was calculated according to Equation [1]. Activity index was introduced in the report of the European Commission - Radiation protection 112 and Directive EURATOM 2013/59. One element in Equation [1] - 232Th cannot be determined by gamma-ray spectrometry directly due to the lack of significant gamma lines in the spectra. However, in the case of secular radioactive equilibrium, 232Th may be determined via its progeny - e.g. 228Ac or 212Pb. In such a situation, the progeny isotopes concentration may be assigned to the primordial isotope.
2.4.2 Radon exhalation rate determination
⌅The radon 222Rn
exhalation rate of the tested samples was determined. The measurement
of the radon exhalation rate was performed using the closed chamber
method (CCM). This method is commonly used for the measurement of the
radon exhalation rate of building materials. A similar method was used
in investigations performed by Leonardi et al. (1919.
Leonardi, F.; Bonczyk, M.; Nuccetelli, C.; Wysocka, M.; Michalik, B.;
Ampollini, M.; Tonnarini, S.; Rubin, J.; Niedbalska, K.; Trevisi, R.
(2018) A study on natural radioactivity and radon exhalation rate in
building materials containing NORM residues: preliminary results. Constr. Build. Mater. 173, 172-179. https://doi.org/10.1016/j.conbuildmat.2018.03.254.
). A cylindrical exhalation chamber of 60 dm3 was used. The thickness of the chamber’s steel walls is 5 mm. Active
monitor of radon concentration - AlphaGuard equipped with an open
ionization chamber and the tested sample was placed inside the chamber,
closed and sealed. Effective chamber volume when taking into account the
presence of AlphaGuard and sample is 55.5 dm3. In the
experiments, the samples, previously measured with gamma-ray
spectrometry, were tested. The measurement time was about 7 days per
sample. A 1-hour period in diffusion mode (without pumping) was applied.
After the experiment, the results were transferred from the device to a
PC and analyzed.
In CCM, radon concentration in the accumulation
chamber is related to the radon exhalation rate of the sample enclosed
in it. In particular, radon concentration built up C(t) inside the
chamber is modeled by two-dimensional diffusion theory, according to
Sahoo (2020.
Sahoo, B.K.; Mayya, Y.S. (2010) Two dimensional diffusion theory of
trace gas emission in soil chamber for flux measurements. Agric. For. Meteorol. 150, 1211-1224. https://doi.org/10.1016/j.agrformet.2010.05.009.
) and can be expressed by the following formula:
Where,
E = radon exhalation rate (Bq m-2 h-1)
S = surface of sample exposed in the chamber (m2)
Veff = volume of accumulation chamber - [volume of AlphaGuard + volume of the sample] (m3)
λ = effective decay constant of radon (h-1)
Co, Cm = radon concentration in the accumulation chamber at time=0 and the maximum value (Bq·m-3).
Starting from equation 3-4, the data was plotted and fitted in MS Excel using an exponential function and Solver algorithm (see results shown in Figure 2). The parameter achieved from the best fit and used to calculate the radon exhalation rate according to eq. 3 is Cm. Then, E is calculated according to Equation [5]:
3. RESULTS AND DISCUSSION
⌅3.1 Physical and chemical parameters of components used in brick preparation
⌅The results of the chemical and physical analysis of the tested raw materials - shale and brick clay, two components used in the preparation of bricks, is shown in Table 2.
No. | Parameter | unit | shale | brick clay | |
---|---|---|---|---|---|
1 | Chemical composition | SiO2 | % (mass) | 53.70 | 60.94 |
Al2O3 | 16.00 | 16.20 | |||
Fe2O3 | 9.30 | 8.88 | |||
CaO | 5.60 | 3.97 | |||
MgO | 3.30 | 1.34 | |||
SO3 | 2.20 | 0.27 | |||
Other: | 3.70 | 1.88 | |||
2 | Loss on ignition (1000oC) | % (mass) | 6.20 | 6.52 | |
3 | Density | g·cm-3 | 2.72 | 2.77 | |
4 | Particle size distribution | mm | 0 + 0.5 | 0 + 0.5 | |
5 | Radioactivity | 40K | Bq·kg-1 | 795 | 444 |
226Ra | 139 | 35.0 | |||
232Th | 81 | 40.0 |
The chemical/mineralogical composition of the investigated shale does not differ significantly in comparison to conventional brick clay. The biggest differences are visible in the case of radionuclide content. The concentration of 40K, 226Ra and 232Th in shale is significantly higher than in brick clay.
3.2 Physical parameters of bricks
⌅The prepared cylindrical bricks (3 sample) were tested in order to determine major physical properties. The results are shown in Table 3.
No. | Physical property | unit | Sample | ||
---|---|---|---|---|---|
CL_900 | CL_1000 | CL_1100 | |||
1. | Total volume of pores, Vcp | mm3·g-1 | 159 | 111 | 99.3 |
2. | Surface of pores, Fwp | m2·g-1 | 0.30 | 0.10 | 0.08 |
3. | Average radius of pores, Pp | nm | 1232 | 1559 | 2497 |
4. | Relative porosity (open), Pw | % | 17.46 | 17.61 | 18.06 |
5. | Absolute density | g·cm-3 | 2.9 | 2.8 | 2.8 |
6. | Bulk density | g·cm-3 | 1.5 | 1.4 | 1.9 |
7. | Total porosity, Pbw | % | 47.9 | 48.9 | 31.2 |
8. | Water absorption by weight, nw | % | 29.0 | 28.5 | 20.5 |
9. | Normalized compresive strenght, fc | MPa | 7.0 | 6.4 | 21.3 |
10. | Coefficient of softening, | - | 0.88 | 0.87 | 0.80 |
11. | Permeability, K | mD | - | 41.5 | - |
12. | Filtration coeeficient, k | m·s-1 | - | 3.9·10-7 | - |
The total volume of pores and the surface of pores decreases as the burning temperature rises. However, density and relative porosity seem to be unaffected by burning temperature. In the case of sample CL_1100, significant volume contraction was observed. It is reflected also in such parameters as total porosity, water absorption and compressive strength, which is significantly higher in comparison to CL-900 and CL_1000. The lack of alkali elements in used shale is probable reason of poor compressive strength of bricks prepared in temperature below 1100oC. The most important change is visible in the case of compressive strength. The brick prepared in 1100oC is characterized by compressive strength of 21.3 MPa. It is a value which is comparable with results obtained for conventional construction bricks. The ceramic elements are classified to the strength class by determined normalized compressive strength factor. The prepared bricks CL_1100 can be classified to the 20th class of compressive strength. The permeability and filtration coefficient were determined only for one type of brick (CL_1000) prepared in 1000oC as an example.
Important property of bricks prepared form waste is leachability of some elements. Such experiments were out of scope this investigation, however they should be done in future. The results of such tests can help to understand how mobile are toxic or potentially toxic elements present in brick, e.g. radionuclides.
3.3 Radioactivity of the bricks
⌅The results of gamma-ray spectrometry analysis are shown in Table 4. The comparable radionuclide content levels for all three samples were observed. No (anti)correlation between firing temperature and the content of volatile radionuclide (e.g. 210Pb) was observed. The radioactive equilibrium between 238U, 226Ra and 210Pb was observed. Activity Concentration Index I was calculated according to the requirements of European Directive EURATOM 2013/59. This parameter indicates the radiation hazard related to external exposure to gamma radiation. In European countries, the activity index limit is set as 1.0, which means that such material does not create enhanced radiation exposure - there is very low probability of absorbing a radiation dose higher than 1 mSv per year. Such material may be used without any limitations. In the case of I > 1.0 there is need for deeper analysis of radiation hazard related to the usage of such material.
Radionuclide | Sample code | ||
---|---|---|---|
CL-900 | CL-1000 | CL-1100 | |
Bq·kg -1 | |||
238U | 101 ± 32 | 114 ± 35 | 119 ± 27 |
226Ra | 108 ± 14 | 111 ± 13 | 108 ± 12 |
210Pb | 104 ± 31 | 115 ± 34 | 106 ± 32 |
228Ra | 69.8 ± 4.8 | 70.3 ± 4.8 | 70.1 ± 4.7 |
228Th | 71.2 ± 6.6 | 72.2 ± 6.7 | 71.5 ± 6.7 |
235U | 5.3 ± 1.5 | 4.9 ± 1.4 | 6.8 ± 1.5 |
40K | 684 ± 61 | 693 ± 62 | 695 ± 62 |
Activity Index I | 0.94 | 0.96 | 0.95 |
According to Equation [1], the 232Th activity concentration should be taken into consideration. Because it is not possible to measure the concentration of this radionuclide on gamma-ray spectrometry directly, its progeny concentration has to be considered. The secular equilibrium between 228Ra (228Ac) and 228Th is visible in the tested samples. As a result, an assumption can be made that progeny concentrations reflect the concentration of parent radionuclide - 232Th. The arithmetic mean of 232Th decay products concentrations was considered in the final calculations of activity concentration index I.
The value of activity concentration index I, calculated for examined samples does not exceed 1, however it is relatively high. It is caused by elevated radionuclides concentration observed in used mining waste - shale. Final index value can be controlled by changing of proportion of shale and brick clay used as components of prepared ceramic mass.
In all cases, the value of activity index did not exceed 1. Dose criterion is not exceeded for the usage of such materials in bulk amounts as well as superficial materials.
3.4 Radon exhalation rate
⌅The next property of construction materials, which is important from a radiological point of view, is the radon exhalation rate. Figure 2 shows the growth of 222Rn concentration in the exhalation chamber during a 140-hour experiment. The parameters and exhalation rates for the tested samples are shown in Table 5.
Parameter | Sample code | ||
---|---|---|---|
CL_900 | CL_1000 | CL_1100 | |
Cm [Bq·m-3] | 28.1 ± 5.9 | 28.5 ± 5.4 | 27.9 ± 6.1 |
E [Bq·m-2·h-1] | 0.38 ± 0.08 | 0.39 ± 0.08 | 0.38 ± 0.08 |
The function expressed by Equation [3] was fitted to the experimental points. The initial radon concentration C0 was taken as zero. The saturation concentration Cm was estimated based on the fitted curve. The radon exhalation rate was calculated according to Equation [4].
The
observed radon concentration in the exhalation chamber is low. Due to
this, the data points are compromised due to high uncertainty -
approximately 20% (uncertainty is not marked in the chart in Figure 2).
As a consequence, the final uncertainties of the estimated parameters
are also relatively high. Nevertheless, the observed exhalation - in all
samples - is low. The measured radon exhalation rate of concrete
prepared with the use of some industrial waste, reported by Leonardi et
al. (1919.
Leonardi, F.; Bonczyk, M.; Nuccetelli, C.; Wysocka, M.; Michalik, B.;
Ampollini, M.; Tonnarini, S.; Rubin, J.; Niedbalska, K.; Trevisi, R.
(2018) A study on natural radioactivity and radon exhalation rate in
building materials containing NORM residues: preliminary results. Constr. Build. Mater. 173, 172-179. https://doi.org/10.1016/j.conbuildmat.2018.03.254.
), varied from 1.2 to 14.9 Bq·m-2·h-1. Despite the elevated radium 226Ra (parent of 222Rn)
concentration and moderate permeability, the radon exhalation rate
measured in tested bricks is low. The elevated radiation exposure
related to radon exhalation is not expected.
4. CONCLUSIONS
⌅In the scope of this work, ceramic bricks were prepared using mining waste - shale collected from dumps. The physical and chemical properties of raw materials and prepared ceramic elements were tested. Tested properties of bricks, such as density, porosity and compressive strength, indicate significant similarity to conventional construction ceramics. However, the influence of burning temperature on the physical properties of bricks, such as compressive strength, is noticeable. The closest similarity to conventional ceramics is observed in the case of the bricks burned at 1100oC. The lack of alkali elements in used shale is probable reason of poor compressive strength of bricks prepared in temperature below 1100oC. Prepared bricks can be classified to the 20th class of compressive strength according to EN 771-1:2011+A1:2015-10 Requirements for masonry elements. Part 1: Ceramic masonry elements. Also, the highest values of other functional parameters were observed in the case of the highest burning temperature. Using a waste or clay containing more alkali elements can improve mechanical parameters of bricks fired in temp. 900-1000oC.
The leachability of some elements should be tested, however the authors did not have capabilities to perform such experiment. Nevertheless, the result of leaching experiment could help to understand how the elements are bounded in the brick structure.
The burning temperature did not influence radionuclide content in bricks. The reduction of radionuclide concentration during the firing of bricks was not observed. There was no difference (in the range of measurement uncertainty) among the bricks prepared at each temperature. In each case, the activity index I did not exceed the limit value. As a result, there is no limitation in the use of such bricks in residential construction. Despite the relatively high concentration of 226Ra and moderate permeability, the measured radon exhalation rate E is very low. This may be caused due to the formation of a tight shell around the radium-containing grains during the burning process. Such a shell reduces radon migration to pore space (emanation) and results in low exhalation rate. However, this explanation requires separate research.
Due to the advantageous physical and chemical parameters of ceramics made from mining waste, the recommendation of this method waste recycling is justified.