Influence of Wet-Dry Cycles on Compressive Strength of Calcium Carbide Residue–Fly Ash Stabilized Clay-Reference-Cited by-同舟云学术

Influence of Wet-Dry Cycles on Compressive Strength of Calcium Carbide Residue–Fly Ash Stabilized Clay

Published:2014-04 Issue:4 Volume:26 Page:633-643
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kampala Apichit¹,Horpibulsuk Suksun²,Prongmanee Nutthachai³,Chinkulkijniwat Avirut⁴

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Rajamagala Univ. of Technology Isan, 744 Suranarai Rd., Muang District, Nakhon Ratchasima 30000, Thailand.

2. Professor and Chair, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand.

3. Postgraduate Researcher, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand.

4. Associate Professor, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand (corresponding author).

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.1943-5533.0000853

Reference35 articles.

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2. Frost Susceptibility Properties of Soma-B Fly Ash

3. Davidson D. T. (1961). “Soil stabilization with Portland cement.” Highway Research Board Bull. 292 National Research Council Washington DC 200–212.

4. Mechanisms of soil lime stabilization: and interpretive review;Diamond S.;J. Transp. Res. Board,1965

5. Expansive Soils under Cyclic Drying and Wetting

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