[1]
Asfour, S., Bernardin, F., & Toussaint, E. (2020). Experimental validation of 2D hydrothermal modelling of porous pavement for heating and solar energy retrieving applications. Road Materials and Pavement Design, 21(3), 666–682.
DOI: 10.1080/14680629.2018.1525418
Google Scholar
[2]
Carpio, M., González, Á., González, M., & Verichev, K. (2020). Influence of pavements on the urban heat island phenomenon: A scientific evolution analysis. Energy and Buildings, 226, 110379. https://doi.org/10.1016/j.enbuild.2020.110379.
DOI: 10.1016/j.enbuild.2020.110379
Google Scholar
[3]
Chen, Jiaqi, Chu, R., Wang, H., Zhang, L., Chen, X., & Du, Y. (2019). Alleviating urban heat island effect using high-conductivity permeable concrete pavement. Journal of Cleaner Production, 237, 117722.
DOI: 10.1016/j.jclepro.2019.117722
Google Scholar
[4]
Chen, Jun, Zhou, Z., Wu, J., Hou, S., & Liu, M. (2019). Field and laboratory measurement of albedo and heat transfer for pavement materials. Construction and Building Materials, 202, 46–57.
DOI: 10.1016/j.conbuildmat.2019.01.028
Google Scholar
[5]
Cortier, O., Cortier, O., & Cortier, O. (2019). Quantification des bénéfices des revêtements perméables . Modélisation à l échelle de la structure et du bassin versant To cite this version : HAL Id : tel-02064298 Μοdélisatiοn à l , échelle de la structure et du bassin versant Présentée et soutenue pa.
DOI: 10.7202/1065203ar
Google Scholar
[6]
Islands, R. U. H. (2008). Compendium of Strategies—Cool Pavements. US Environmental Protection Agency.
Google Scholar
[7]
Li, H., Harvey, J. T., Holland, T. J., & Kayhanian, M. (2013). Erratum: The use of reflective and permeable pavements as a potential practice for heat island mitigation and stormwater management (Environ. Res. Lett. (2013) 8 (015023)). Environmental Research Letters, 8(4). https://doi.org/10.1088/1748-9326/8/4/049501.
DOI: 10.1088/1748-9326/8/1/015023
Google Scholar
[8]
Nguyen, D. H. (2014). Thèse de doctorat pour obtenir le Doctorat de l ' Université de Caen Basse -Normandie Spécialité : Génie des Matériaux Étude du comportement hydromécanique des bétons drainants à base de coproduits coquilliers.
DOI: 10.1017/cbo9781107589889.009
Google Scholar
[9]
Qin, Y., He, Y., Hiller, J. E., & Mei, G. (2018). A new water-retaining paver block for reducing runoff and cooling pavement. Journal of Cleaner Production, 199, 948–956.
DOI: 10.1016/j.jclepro.2018.07.250
Google Scholar
[10]
Qin, Y., & Hiller, J. E. (2014). Understanding pavement-surface energy balance and its implications on cool pavement development. Energy and Buildings, 85, 389–399. https://doi.org/10.1016/j.enbuild.2014.09.076.
DOI: 10.1016/j.enbuild.2014.09.076
Google Scholar
[11]
Qin, Y., & Hiller, J. E. (2016). Water availability near the surface dominates the evaporation of pervious concrete. Construction and Building Materials, 111, 77–84. https://doi.org/10.1016/j.conbuildmat.2016.02.063.
DOI: 10.1016/j.conbuildmat.2016.02.063
Google Scholar
[12]
Sharifi, N. P., & Mahboub, K. C. (2018). Application of a PCM-rich concrete overlay to control thermal induced curling stresses in concrete pavements. Construction and Building Materials, 183, 502–512.
DOI: 10.1016/j.conbuildmat.2018.06.179
Google Scholar
[13]
Syrrakou, C., & Pinder, G. F. (2014). Experimentally determined evaporation rates in pervious concrete systems. Journal of Irrigation and Drainage Engineering, 140(1), 4013003.
DOI: 10.1061/(asce)ir.1943-4774.0000652
Google Scholar
[14]
Wang, J., Meng, Q., Tan, K., Zhang, L., & Zhang, Y. (2018). Experimental investigation on the influence of evaporative cooling of permeable pavements on outdoor thermal environment. Building and Environment, 140, 184–193.
DOI: 10.1016/j.buildenv.2018.05.033
Google Scholar