Strength and Stiffness Characterization of Controlled Low-Strength Material Using Native High-Plasticity Clay-Reference-Cited by-同舟云学术

Strength and Stiffness Characterization of Controlled Low-Strength Material Using Native High-Plasticity Clay

Published:2014-06 Issue:6 Volume:26 Page:04014007
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chittoori Bhaskar¹,Puppala Anand J.²,Raavi Anil³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Boise State Univ., Boise, ID 83725.

2. Distinguished Teaching Professor and Associate Dean, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author).

3. Former Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

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.1943-5533.0000965

Reference18 articles.

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2. ASTM. (2003). “Specification for concrete aggregates.” ASTM Standard C33 ASTM International West Conshohocken PA.

3. ASTM. (2008). “Standard test method for time of setting of concrete mixtures by penetration resistance.” ASTM Standard C403 ASTM International West Conshohocken PA.

4. ASTM. (2013). “Standard test method for unconfined compressive strength of cohesive soil.” ASTM Standard D2166 ASTM International West Conshohocken PA.

5. Chittoori B. Puppala A. J. Reddy R. and Marshall D. (2012). “Sustainable reutilization of excavated trench material.” GeoCongress 2012 ASCE Reston VA 4280–4289.

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