Tensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum-Reference-Cited by-同舟云学术

Tensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum

Published:2006-02 Issue:1 Volume:18 Page:18-27
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ghosh Ambarish¹²,Subbarao Chillara¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah-711 103, India (corresponding author).

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur-721 302, India.

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%290899-1561%282006%2918%3A1%2818%29

Reference38 articles.

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2. ASTM. (1989). “ASTM standard test method for flexural strength of soil cement using simple beam with three point loading.” ASTM D1635 Philadelphia.

3. ASTM. (1992a). “Annual book of ASTM standards.” ASTM D698 Vol. 04.08 Philadelphia.

4. ASTM. (1992b). “ASTM standard on soil stabilization with admixtures.” ASTM D3668 2nd Ed. Philadelphia.

5. ASTM. (1992c). “ASTM standard test method for slake durability of shales and similar weak rocks.” ASTM D4644-87 Philadelphia.

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