Effects of Curing Conditions on Unconfined Compressive Strength of Cement- and Cement-Fiber-Improved Soft Soils-Reference-Cited by-同舟云学术

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Effects of Curing Conditions on Unconfined Compressive Strength of Cement- and Cement-Fiber-Improved Soft Soils

Published:2013-08 Issue:8 Volume:25 Page:1134-1141
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Chunyang¹,Starcher Ryan D.²

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author).

2. Graduate Research Assistant, Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208.

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.1943-5533.0000575

Reference31 articles.

1. Behavior of cemented sands—I. Testing

2. Behavior of cemented sands—II. Modelling

3. Laboratory-scale soil mixing of contaminated site;Al-Tabbaa A.;Ground Improv.,1999

4. Ground improvement techniques for railway embankments

5. ASTM. “Standard test method for unconfined compressive strength for cohesive soils.” ASTM D2166 West Conshohocken PA.

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