Experimental simulation of rapid clogging process of pervious concrete pavement caused by storm water runoff

References

• Chopra, M.B. , Wanielista, E.S. , and Wanielista, M.P. , 2010. Pervious pavement systems in Florida-research results. In: Proceedings of the 2010 international low impact development conference – redefining water in the city , American Society of Civil Engineering. Reston, VA, 193–206.
   Google Scholar
• Cui, X.Z. , et al. , 2015. Improvement of permeability measurement precision of pervious concrete. Journal of Testing and Evaluation Journal , 43 (4), 812–819.
   Web of Science ®Google Scholar
• Deo, O. , Sumanasooriya, M. , and Neithalath, N. , 2010. Permeability reduction in pervious concretes due to clogging: experiments and modeling. Journal of Materials in Civil Engineering , 22 (7), 741–751.10.1061/(ASCE)MT.1943-5533.0000079
   Web of Science ®Google Scholar
• Hajra, M.G. , et al. , 2002. Effects of ionic strength on fine particle clogging of soil filters. Journal of Geotechnical. Geoenvironmental Engineering , 128 (8), 631–639.10.1061/(ASCE)1090-0241(2002)128:8(631)
   Web of Science ®Google Scholar
• Haselbach, L. , Valavala, S. , and Montes, F. , 2006. Permeability predictions for sand-clogged Portland cement pervious concrete pavement systems. Journal of Environmental Management , 81 (1), 42–49.10.1016/j.jenvman.2005.09.019
   PubMed Web of Science ®Google Scholar
• Kayhanian, M. , et al. , 2012. Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots. Journal of Environmental Management , 95, 114–123.10.1016/j.jenvman.2011.09.021
   PubMed Web of Science ®Google Scholar
• Montes, F. and Haselbach, L. , 2006. Measuring hydraulic conductivity in pervious concrete. Environmental Engineering Science , 23 (6), 956–965.
   Web of Science ®Google Scholar
• Montes, F. , Valavala, S. , and Haselbach, L. , 2005. A new test method for porosity measurements of Portland cement pervious concrete. Journal of ASTM International , 2 (1), 1–13.
   Google Scholar
• Neithalath, N. , Weiss, J. , and Olek, J. , 2006. Characterizing enhanced porosity concrete using electrical impedance to predict acoustic and hydraulic performance. Cement and Concrete Research , 36 (11), 2074–2085.10.1016/j.cemconres.2006.09.001
   Web of Science ®Google Scholar
• Reddi, L.N. , et al. , 2005. Physical clogging of soil filters under constant flow rate versus constant head. Canadian Geotechnical Journal , 42, 804–811.10.1139/t05-018
   Web of Science ®Google Scholar
• Reiser, D.W. , Ramey, M.P. , and Wesche, T.A. , 1989. Chapter 4: flushing flows. In: J.A. Gore and G.E. Petts , eds., Alternatives in regulated river management . Boca Raton, FL: CRC Press, 91–135.
   Google Scholar
• Scholz, M. and Grabowiecki, P. , 2007. Review of permeable pavement systems. Building and Environment , 42 (11), 3830–3836.10.1016/j.buildenv.2006.11.016
   Web of Science ®Google Scholar
• Tan, S.A. , Fwa, T.F. , and Han, C.T. , 2003. Clogging evaluation of permeable bases. Journal of Transportation Engineering , 129 (3), 309–315.10.1061/(ASCE)0733-947X(2003)129:3(309)
   Web of Science ®Google Scholar
• Tennis, P.D. , Leming, M.L. , and Akers, D.J. , 2004. Pervious concrete pavements . Skokie, IL: Portland Cement Association, Silver Spring, MD: National Ready Mixed Concrete Association, EB302.
   Google Scholar
• Terzaghi, K. , 1929. Effect of minor geologic details on the safety of dams. American Institute of Mining, Metallurgical, and Petroleum Engineers, Technical Publication , 215, 31–44.
   Google Scholar
• Wu, F.C. and Huang, H.T. , 2000. Hydraulic resistance induced by deposition of sediment in porous medium. Journal of Hydraulic Engineering , 126 (7), 547–551.10.1061/(ASCE)0733-9429(2000)126:7(547)
   Web of Science ®Google Scholar
• Yong, C.F. , et al. , 2008. The clogging behavior and treatment efficiency of a range of porous pavements. In: 11th international conference on urban drainage . Edinburgh.
   Google Scholar
• Zhang, D. , et al. , 2014. Evaluation of the influence of salt concentration on cement stabilized clay by electrical resistivity measurement method. Engineering Geology , 170 (20), 80–88.10.1016/j.enggeo.2013.12.010
   Web of Science ®Google Scholar