Hydraulic Performance of Fully Permeable Highway Shoulder for Storm Water Runoff Management-Reference-Cited by-同舟云学术

Hydraulic Performance of Fully Permeable Highway Shoulder for Storm Water Runoff Management

Published:2012-07 Issue:7 Volume:138 Page:711-722
ISSN:0733-9372
Container-title:Journal of Environmental Engineering
language:en
Short-container-title:J. Environ. Eng.

Author:

Chai Lin¹,Kayhanian Masoud²,Givens Brandon³,Harvey John T.⁴,Jones David⁵

Affiliation:

1. Graduate Student Researcher, Univ. of California Pavement Research Center, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Research Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

3. Junior Specialist, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Professor, Univ. of California Pavement Research Center, One Shields Avenue, Univ. of CA, Davis, Davis, CA 95616.

5. Project Scientist, Univ. of California Pavement Research Center, One Shields Avenue, Univ. of CA, Davis, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EE.1943-7870.0000523

Reference32 articles.

1. AASHTO. (2006). “Standard method of test for permeability of granular soils (constant head).” T215-70 Washington DC.

2. AASHTO. (2010). “Standard method of test for moisture-density relations of soils using a 4.54-kg (10-lb) rammer and a 457-mm (18-in.) drop.” T180 Washington DC.

3. ASTM. (2001). “Standard provisional test method for measurement of permeability of bituminous paving mixtures using a flexible wall permeameter.” PS 129-01 West Conshohocken PA.

4. Barrett M. E. and Shaw C. B. (2007). “Benefits of porous asphalt overlay on storm water quality.” Transportation Research Record 2025 Transportation Research Board Washington DC 127–134.

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