Investigation into laboratory abrasion test methods for pervious concrete

Journal of Materials in Civil Engineering

Volumn 25, Issue 7, 2013, Pages 886-892

  Dong, Qiao ^a   Wu, Hao ^b   Huang, Baoshan ^a   Shu, Xiang ^a   Wang, Kejin ^c  

^a University of Tennessee   (United States)

^b CENTRAL SOUTH UNIVERSITY   (China)

^c Iowa State University   (United States)

Author keywords

Abrasion; Cantabro test; Loaded wheel test; Pervious concrete; Surface abrasion; Test method

Indexed keywords

ABRASION TEST METHODS; ABRASION TESTS; COARSE AGGREGATES; DIFFERENT SIZES; PERVIOUS CONCRETE; POTENTIAL CAPABILITY; SURFACE ABRASION; TEST METHOD;

CONCRETES; MIXTURES; PORTLAND CEMENT; TRIBOLOGY; WHEELS;

ABRASION;

ABRASION; COMPARATIVE STUDY; CONCRETE; DURABILITY; LABORATORY METHOD; TESTING METHOD;

EID: 84881277081     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000683     Document Type: Article

References (27)

1. American Concrete Institute (ACI). (2006). "Pervious concrete." ACI Report No. 522R-06, Farmington Hills, MI.
2. American Concrete Institute (ACI). (2008). "Specification for pervious concrete." ACI technical committee document 522.1-08, Farmington Hills, MI.
3. ASTM. (2012a). "Standard test method for compressive strength of cylindrical concrete specimens." C39, West Conshohocken, PA.
4. ASTM. (2012b). "Standard practice for making and curing concrete test specimens in the laboratory." C192, West Conshohocken, PA.
5. ASTM. (2012c). "Standard test method for abrasion resistance of concrete or mortar surfaces by the rotating-cutter method." C944, West Conshohocken, PA.
6. Atis, C. D. (2003). "Abrasion-porosity-strength model for fly ash concrete." J. Mater. Civ. Eng., 15(4), 408-410.
7. Buchanan, M. S. (2000). "An evaluation of selected methods for measuring the bulk specific gravity of compacted hot mix asphalt (HMA) mixes." J. Assoc. Asphalt Paving Technol., 69, 608-634.
8. Cooley, L. A., Jr., Kandhal, P. S., Buchanan, M. S., Fee, F., and Epps, A. 2000. "Loaded wheel testers in the United States: State of the practice." NCAT Rep. 00-04 National Center for Asphalt Technology, Auburn, AL
9. Deo, O., and Neithalath, N. (2011). "Compressive response of pervious concretes proportioned for desired porosities." Constr. Build. Mater., 25(11), 4181-4189.
10. Henderson, V., Tighe, S. L., and Norris, J. (2009). "Pervious concrete pavement integrated laboratory and field study." Transportation Research Record 2113, Transportation Research Board, Washington, DC, 13-21.
11. Huang, B., Wu, H., Shu, X., and Burdette, E. G. (2010). "Laboratory evaluation of permeability and strength of polymer-modified pervious concrete." Constr. Build. Mater., 24(5), 818-823.
12. Kandal, P. S., and Cooley, L. A., Jr. (2003). "Accelerated laboratory rutting tests: Evaluation of the asphalt pavement analyzer." NCHRP Rep. 508, Transportation Research Board, Washington, DC.
13. Kayhanian, M., Anderson, D., Harvey, J. T., Jones, D., and Muhunthan, B. (2012). "Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots." J. Environ. Manage., 95(1), 114-123.
14. Kevern, J. T. (2008). "Advancements in pervious concrete." Ph.D. dissertation, Iowa State Univ., Ames, IA, 85-99.
15. Kevern, J. T., Schaefer, V. R., and Wang, K. (2009). "The effect of curing regime on pervious concrete abrasion resistance." J. Test. Eval., 37(4), 337-342.
16. Naik, T. R., Singh, S. S., and Hossain, M. M. (1994). "Abrasion resistance of concrete as influenced by inclusion of fly ash." Cem. Concr. Res., 24(2), 303-312.
17. Obla, K. (2007). "Pervious concrete for sustainable development." Recent advances in concrete technology, Transportation Research Board, National Research Council, Washington DC.
18. Perez-Jimenez, F. E., and Gordillo, J. (1990). "Optimization of porous mixes through the use of special binders." Transportation Research Record 1265, Transportation Research Board, Washington, DC, 59-68.
19. Ruiz, A., Alberola, R., Perez, F., and Sanchez, B. (1990). "Porous asphalt mixtures in Spain." Transportation Research Record 1265, Transportation Research Board, Washington, DC, 87-94.
20. Sabita. (1995). Porous asphalt, Manual 17, Sabita Ltd., Roggebaai, South Africa.
21. Shi, Z., and Chung, D. D. L. (1997). "Improving the abrasion resistance of mortar by adding latex and carbon fibers." Cem. Concr. Res., 27(8), 1149-1153.
22. Shu, X., Huang, B., Wu, H., Dong, Q., and Burdette, E. G. (2011). "Performance comparison of laboratory and field produced pervious concrete mixtures." Constr. Build. Mater., 25(8), 3187-3192.
23. Skok, E., Johnson, E., and Turk, A. (2003). "Asphalt pavement analyzer (APA) evaluation." Final Rep. 2003-02, Minnesota Dept. of Transportation, Minneapolis.
24. Tennis, P. D., Leming, M. L., and Akers, D. J. (2004). Pervious concrete pavements, Portland Cement Association, Skokie, IL.
25. Watson, D. E., Moore, K. A., Williams, K., and Cooley, L. A., Jr. (2003). "Refinement of new-generation open-graded friction course mix design." Transportation Research Record 1832, Transportation Research Board, Washington, DC, 78-85.
26. Wu, H., Huang, B., Shu, X., and Dong, Q. (2011). "Laboratory evaluation of abrasion resistance of Portland cement pervious concrete." J. Mater. Civ. Eng., 23(5), 697-702.
27. Yang, J., and Jiang, G. (2003). "Experimental study on properties of pervious concrete pavement materials." Cem. Concr. Res., 33(3), 381-386.