Variation of Resilient Modulus, Strength, and Modulus of Elasticity of Stabilized Soils with Postcompaction Moisture Contents-Reference-Cited by-同舟云学术

Variation of Resilient Modulus, Strength, and Modulus of Elasticity of Stabilized Soils with Postcompaction Moisture Contents

Published:2013-02 Issue:2 Volume:25 Page:160-166
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Khoury Naji¹,Brooks Robert²,Boeni Santhoshini Yadav³,Yada Damodar³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Notre Dame Univ., Louaize, Zouk Mosbeh, Lebanon.

2. Associate Professor, Director of Undergraduate Studies, Dept. of Civil and Environmental Engineering, Temple Univ., Philadelphia, PA 19122 (corresponding author).

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Temple Univ., Philadelphia, PA 19122.

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.1943-5533.0000574

Reference20 articles.

1. ASTM. (1998). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” D4318 West Conshohocken PA.

2. ASTM. (2003). “Standard test methods for wetting and drying compacted soil-cement mixtures.” D559 West Conshohocken PA.

3. ASTM. (2006a). “Standard test method for unconfined compressive strength of cohesive soil.” D2166 West Conshohocken PA.

4. ASTM. (2006b). “Standard test method for using pH to estimate the soil-lime proportion requirement for soil stabilization.” D6276 West Conshohocken PA.

5. ASTM. (2007). “Standard test method for particle-size analysis of soils.” D422-63 West Conshohocken PA.

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