Effect of Calcium-Based Derivatives on Consolidation, Strength, and Lime-Leachability Behavior of Expansive Soil-Reference-Cited by-同舟云学术

Effect of Calcium-Based Derivatives on Consolidation, Strength, and Lime-Leachability Behavior of Expansive Soil

Published:2020-04 Issue:4 Volume:32 Page:04020048
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Moghal Arif Ali Baig¹^ORCID,Vydehi Venkata²,Moghal Moulali Baig³,Almatrudi Rayan⁴^ORCID,AlMajed Abdullah⁵,Al-Shamrani Mosleh Ali⁶

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Warangal, Telangana 506004, India (corresponding author). ORCID: .

2. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Warangal, Telangana 506004, India.

3. Undergraduate Student, Dept. of Civil Engineering, AMS College of Engineering, Avadi, Chennai 600002, India.

4. Formerly, Undergraduate Student, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. ORCID: .

5. Assistant Professor, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia.

6. Professor and Director, Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia.

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.1943-5533.0003088

Reference30 articles.

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2. Effect of lime on volume change and compressibility of expansive clays;Basma A. A.;Transp. Res. Rec.,1991

3. Lime stabilization of clay minerals and soils

4. Stabilization of clay soils with lime;Bell F. G.;Munic. Eng.,1990

5. Effect of the leaching of calcium hydroxide from cement paste on mechanical and physical properties

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