Drainage potential of reservoir course of porous pavement for various particle size distributions of aggregate-Reference-Cited by-同舟云学术

Drainage potential of reservoir course of porous pavement for various particle size distributions of aggregate

Published:2018-09 Issue: Volume:16 Page:63-75
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Koohmishi Mehdi,Shafabakhsh Gholamali

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference46 articles.

1. AASHTO M 43-05. Standard specification for sizes of aggregate for road and bridge construction. AASHTO M 43-05 (2009), American Association of State and Highway Transportation Officials; 2009.

2. Experimental study on the hydrological performance of a permeable pavement;Alsubish;Urban Water J,2017

3. ASTM C 1701. Standard test method for infiltration rate of in place pervious concrete. ASTM C 1701-09, West Conshohocken, PA; 2009.

4. ASTM D 448-08. Standard classification for sizes of aggregate for road and bridge construction. ASTM D 448-08, West Conshohocken, PA; 2008.

5. ASTM C 29M-07. Standard test method for bulk density (unit weight) and voids in aggregate. ASTM C 29M-07, West Conshohocken, PA; 2007.

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