Permeability Loss of Open-Graded Friction Course Mixtures due to Deformation-Related and Particle-Related Clogging: Understanding from a Laboratory Investigation-Reference-Cited by-同舟云学术

Permeability Loss of Open-Graded Friction Course Mixtures due to Deformation-Related and Particle-Related Clogging: Understanding from a Laboratory Investigation

Published:2015-11 Issue:11 Volume:27 Page:04015023
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chen Jun¹,Li Hui²,Huang Xiaoming³,Wu Jiantao⁴

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author).

2. Research Scientist, University of California Pavement Research Center, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Professor, School of Transportation, Southeast Univ., Nanjing 210096, China.

4. Research Scientist, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001282

Reference19 articles.

1. ASTM. (2009). “Standard test method for infiltration rate of in place pervious concrete.” C1701/C1701M-09 West Conshohocken PA.

2. Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators

3. Porous asphalt trials in the United Kingdom;Colwill D. M.;Transp. Res. Record,1993

4. Expedient Permeability Measurement for Porous Pavement Surface

5. Laboratory Evaluation of Clogging Potential of Porous Asphalt Mixtures

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