Mix design and physical and mechanical properties of pervious concretes

J.  Ximenes; C.  Jesus; J.  Aguiar; J.  Pais

doi:10.3989/mc.2022.292722

Autores/as

J. Ximenes CTAC - Centre for Territory, Environment and Construction, University of Minho https://orcid.org/0000-0002-5749-553X
C. Jesus CTAC - Centre for Territory, Environment and Construction, University of Minho https://orcid.org/0000-0001-5119-3867
J. Aguiar CTAC - Centre for Territory, Environment and Construction, University of Minho https://orcid.org/0000-0003-3954-5721
J. Pais ISISE - Institute for Sustainability and Innovation in Structural Engineering, University of Minho https://orcid.org/0000-0002-7555-1195

DOI:

https://doi.org/10.3989/mc.2022.292722

Palabras clave:

Hormigón permeable, Drenaje de agua, Permeabilidad, Porosidad, Resistencia a compresión

Resumen

Los cambios climáticos cada vez más rápidos tienen impactos diversificados en todo el mundo, incluso en los grandes centros urbanos. El hormigón permeable puede ser una solución de seguridad exitosa para lluvias intensas e inundaciones cada vez más frecuentes. Este estudio se centró en lograr un hormigón permeable optimizado, dentro del alcance de los estándares internacionales, mediante el análisis de hormigones elaborados con diferentes relaciones A/C y tiempos de vibración. Los resultados muestran la fuerte influencia de parámetros como la porosidad, la permeabilidad y las resistencias mecánicas. Finalmente, se seleccionó un hormigón con relación A/C de 0.35 y tiempo de vibración de 40 segundos por sus adecuadas propiedades físicas y mecánicas.

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Citas

European Commission. (2021) Climate change and environmental degradation, European Commission.

Huang, J.; Luo, Z.; Khan, M.B.E. (2020) Impact of aggregate type and size and mineral admixtures on the properties of pervious concrete: An experimental investigation. Constr. Build. Mater. 265, 120759. https://doi.org/10.1016/j.conbuildmat.2020.120759

Tennis, P. D.; Leming, M. L.; Akers, J. D. (2004. Pervious concrete pavements, Portland Cement Association, (2004).

Goede, W.G. (2009). Pervious concrete: investigation into structural performance and evaluation of the aplicability of existing thickness design methods, Washington State University, (2009).

Wanielista, M.; Chopra, M. (2007) Performance assessment of Portland cement pervious pavement, University of Central Florida.

Hendrickx, I.L. (1998). Noiseless concrete pavements, European Concrete Paving Association.

Bittencourt, S.V.; Magalhães, M.S.; Tavares, M.E.N. (2021) Mechanical behavior and water infiltration of pervious concrete incorporating recycled asphalt pavement aggregate, Case Stud. Constr. Mater 14, e00473. https://doi.org/10.1016/j.cscm.2020.e00473

Montes, F.; Haselbach, L. (2006) Measuring hydraulic conductivity in pervious concrete. Environ. Eng. Sci. 23 [6], 960-969. https://doi.org/10.1089/ees.2006.23.960

Envionmental Protection Agency (EPA) (1999) Storm water technology fact sheet. Washington, DC.

Deo, O.; Neithalath. N. (2010) Compressive behavior of pervious concretes and a quantification of the influence of random pore structure features. Mater. Sci. Eng. A. 528 [1], 402-412. https://doi.org/10.1016/j.msea.2010.09.024

Hooton, R.; Crouch, L.; Cates, M.; Dotson, V.; Honeycutt, K.; Badoe, D. (2003) Measuring the effective air void content of Portland cement pervious pavements. J. ASTM Int. 25 [1], 1-5. https://doi.org/10.1520/CCA10516J

Zhang, W.; Honghe, L.; Zhang, Y. (2018) Effect of porosity on frost resistance of Portland cement pervious concrete. Adv. Concr. Constr. 6 [4], 363-373.

Montes, F.; Valavala, S.; Haselbach, L. (2005) A new test method for porosity measurements of Portland cement pervious concrete. J. ASTM Int. 2 [1]. https://doi.org/10.1520/JAI12931

Zouaghi, A.; Kumagai, M.; Nakazawa. T. (2000) Fundamental study on some properties of pervious concrete and its applicability to control stormwater run-off. 22 [2], 43-50.

Olek, J.; Weiss, W.J.; Neithalath, N.; Marolf, A.; Sell, E.; Thornton, W.D. (2003) Development of quiet and durable porous Portland cement concrete paving Mmterials.

National Ready Mixed Concrete Association (NRMCA). (2004) CIP 38 - Pervious concrete. Technical Information prepared by NRMCA.

Debnath, B.; Sarkar, P.P. (2018) Pervious concrete as an alternative pavement strategy: A state-of-the-art review. Int. J. Pavement Eng. 21 [12], 1516-1531. https://doi.org/10.1080/10298436.2018.1554217

Martin III, W.D.; Kaye, N.B.; Putman, B.J. (2014) Impact of vertical porosity distribution on the permeability of pervious concrete. Constr. Build. Mater. 59, 78-84. https://doi.org/10.1016/j.conbuildmat.2014.02.034

Taheri, B.M.; Ramezanianpour, A.M. (2021) Optimizing the mix design of pervious concrete based on properties and unit cost. Adv. Concr. Constr. 11 [4], 285-298.

Hosseini, S.A.; Toghroli, A. (2021) Effect of mixing nano-silica and perlite with pervious concrete for nitrate removal from the contaminated water. Adv. Concr. Constr. 11 [6], 531-544.

Abut, Y.; Yildirim, S.T.; Ozturk, O.; Ozyurt, N. (2020) A comparative study on the performance of RCC for pavements casted in laboratory and field. Int. J. Pavement Eng. 23 [6], 1777-1790. https://doi.org/10.1080/10298436.2020.1823391

Packard, R.G. (1984) Thickness design for concrete highway and street pavements. Skokie, IL: Portland Cement Association.

American Association of State Highway and Transportation Officials (AASHTO) (1993) Guide for design of pavement structures. Washington, DC.

CROW (2004) VERCON 2.0. Design software for concrete roads. CD-ROM D925. CROW, Ede, the Netherlands.

American Association of State Highway and Transportation Officials (AASHTO). (2008) Mechanistic-empirical pavement design guide - A manual of practice, Interim Edition, Washington.

SECIL, Supratek Cimento Portland. (2022) Retrieved from https://www.secil.pt/pt/produtos/cimento/cimento-cinzento/supratek-cem-i-42-5r. (Accessed 28 February 2022).

Portuguese Institute for Quality (IPQ). (2003) NP EN 1008, Water for construction use. (in Portuguese).

Estradas de Portugal. (2014) Pavement - Characteristics of materials - Specification type of work 03: 125. (in Portuguese).

European Committee for Standardization (CEN). (2019) EN-12390-7, Testing Hardened Concrete - Density of Hardened Concrete.

European Committee for Standardization (CEN). (2019) EN 12350-2, Testing fresh concrete - Slump test.

European Committee for Standardization (CEN). (2019) EN 12350-3, Testing fresh concrete - Vebe test.

European Committee for Standardization (CEN). (2019) EN 12350-6, Testing fresh concrete - Density.

European Committee for Standardization (CEN). (2019) EN 12350-7, Testing fresh concrete - Air content. Pressure methods.

European Committee for Standardization (CEN). (2000) EN 1097-6, Test for mechanical and physical properties of aggregate part 6: Determination of particles density and water absorption.

Centro de Estudios y Experimentación de Obras Públicas (CEDEX). (2000) NLT-327/00, Permeabilidad in situ de pavimentos drenantes mediante permeámetro. (in Spanish).

Neithalath, N.; Weiss, W.J.; Olek, J. (2006) Predicting the permeability of pervious concrete (enhanced porosity concrete) from non-destructive electrical measurements. Retreived from https://www.researchgate.net/publication/228788494_Predicting_the_Permeability_of_Pervious_Concrete_Enhanced_Porosity_Concrete_from_Non-Destructive_Electrical_Measurements. (Accessed 15 February 2022).

American Concrete Institute (ACI). (2010) Report on pervious concrete 522R-10.

European Committee for Standardization (CEN). (2013) EN 13108-7, Bituminous mixtures - Material specifications - Part 7: Porous asphalt mélanges.

Centro de Estudios y Experimentación de Obras Públicas (CEDEX). (1992) NLT - 362/92, Efecto del agua sobre la cohesión de mezclas bituminosas de granulometría abierta, mediante el ensayo cántabro de perdida por desgaste. (in Spanish).

European Committee for Standardization (CEN). (2020) EN 1097-2, Tests for mechanical and physical properties of aggregates - Methods for the determination of resistance to fragmentation.