Predicting Moisture-Dependent Resilient Modulus of Cohesive Soils Using Soil Suction Concept-Reference-Cited by-同舟云学术

Predicting Moisture-Dependent Resilient Modulus of Cohesive Soils Using Soil Suction Concept

Published:2008-01 Issue:1 Volume:134 Page:34-40
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Liang Robert Y.¹²³,Rabab’ah Samer¹²³,Khasawneh Mohammad¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905 (corresponding author). E-mail: rliang@uakron.edu

2. Geotechnical Engineer, Gannett Fleming, Inc., Valley Forge Corporate Center, Audubon, PA 19403-2402; formerly, Graduate Research Assistant, The Univ. of Akron, Akron, OH 44325-3905. E-mail: srababah@gfnet.com

3. Graduate Research Assistant, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905. E-mail: mak47@uakron.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282008%29134%3A1%2834%29

Reference43 articles.

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2. The principle of effective stress;Bishop A. W.;Tek. Ukeblad,1959

3. Brown S. F. and Pappin J. W. (1981). “Analysis of pavements with granular bases layered pavement systems.” Transportation Research Record. 810 Transportation Research Board Washington D.C. 17–23.

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