Effect of Shape Parameters and Gradation on Laboratory-Measured Permeability of Aggregate Bases-Reference-Cited by-同舟云学术

Effect of Shape Parameters and Gradation on Laboratory-Measured Permeability of Aggregate Bases

Published:2015-08 Issue:4 Volume:15 Page:04014070
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ghabchi Rouzbeh¹,Zaman Musharraf²,Kazmee Hasan³,Singh Dharamveer⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., CEC 334, Norman, OK 73019 (corresponding author).

2. David Ross Boyd Professor and Aaron Alexander Professor of Civil Engineering and Professor of Petroleum and Geological Engineering, Univ. of Oklahoma, 202 W. Boyd St., CEC 107, Norman, OK 73019.

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

4. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay 400076, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000397

Reference52 articles.

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3. Standard method of test for moisture-density relations of soils using a 2.5-kg (5.5-lb) rammer and a 305-mm (12-in.) drop;AASHTO;AASHTO T 99-10,2010

4. 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;AASHTO;AASHTO T 180-10,2010

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