Water permeability of pervious concrete is dependent on the applied pressure and testing methods

Advances in Materials Science and Engineering

Volumn 2015, Issue , 2015, Pages

  Qin, Yinghong ^a,b   Yang, Haifeng ^a,b   Deng, Zhiheng ^a,b   He, Jiang ^a,b  

^a GUANGXI UNIVERSITY   (China)

^b Key Laboratory of Disaster Prevention and Engineering Safety of Guangxi   (China)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; POROUS MATERIALS; TESTING;

APPARENT PERMEABILITIES; APPLIED PRESSURE; FALLING HEAD METHODS; PERMEABLE CONCRETES; PERVIOUS CONCRETE; TESTING METHOD; TESTING SAMPLES; WATER PERMEABILITY;

CONCRETE TESTING;

EID: 84922340508     PISSN: 16878434     EISSN: 16878442     Source Type: Journal    
DOI: 10.1155/2015/404136     Document Type: Article

References (14)

1. ASTM International, "Standard test method for permeability of Granular soils (constant head), " ASTM D2434-68, ASTM International, West Conshohocken, Pa, USA, 2000.
2. ASTM International, ASTM-D5048-03, Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter D4084-03, ASTM International, West Conshohocken, Pa, USA, 2003.
3. S. B. Park, B. Lee, J. Lee, and Y. I. Jang, "Astudy on the seawater purification characteristics of water-permeable concrete using recycled aggregate, " Resources, Conservation and Recycling, vol. 54, no. 10, pp. 658-665, 2010.
4. T. Tho-In, V. Sata, P. Chindaprasirt, and C. Jaturapitakkul, "Pervious high-calcium fly ash geopolymer concrete, " Construction and Building Materials, vol. 30, pp. 366-371, 2012.
5. Y. Qin, H. Yang, Z. Deng, and J. Zhang, "A simplifiedmodel for computing pollutants release from granular pavement base to local aquifer, " Environmental Earth Sciences, vol. 75, no. 5, pp. 1533-1540, 2014.
6. R. Zaharieva, F. Buyle-Bodin, F. Skoczylas, and E. Wirquin, "Assessment of the surface permeation properties of recycled aggregate concrete, " Cement and Concrete Composites, vol. 25, no. 2, pp. 223-232, 2003.
7. J. P. Coughlin, C. D. Campbell, and D. C. Mays, "Infiltration and clogging by sand and clay in a pervious concrete pavement system, " Journal of Hydrologic Engineering, vol. 17, no. 1, pp. 68-73, 2011.
8. M. Sonebi and M. T. Bassuoni, "Investigating the effect of mixture design parameters on pervious concrete by statistical modelling, " Construction and Building Materials, vol. 38, pp. 147-154, 2013.
9. O. Deo, M. Sumanasooriya, and N. Neithalath, "Permeability reduction in pervious concretes due to clogging: experiments andmodeling, " Journal ofMaterials in Civil Engineering, vol. 22, no. 7, pp. 741-751, 2010.
10. C. Lian and Y. Zhuge, "Optimum mix design of enhanced permeable concrete-an experimental investigation, " Construction and Building Materials, vol. 24, no. 12, pp. 2664-2671, 2010.
11. F. Montes, S. Vlavala, and L. M. Haselbach, "A new test method for porosity measurements of portland cement pervious concrete, " Journal of ASTMInternational, vol. 2, no. 1, pp. 1-13, 2005.
12. L. J. Klinkenberg, "The permeability of porous media to liquid and gases, " in Drilling and Production Practice, American Petroleum Institute, New York, NY, USA, 1941.
13. J. Kevern, K. Wang, M. T. Suleiman, and V. R. Schaefer, Mix Design Development for Pervious Concrete in Cold Weather Climates, Iowa StateUniversity, Ames, Iowa, USA, 2005.
14. F. Montes and L. Haselbach, "Measuring hydraulic conductivity in pervious concrete, " Environmental Engineering Science, vol. 23, no. 6, pp. 960-969, 2006.