Effect of Accelerated Loading on the Compressibility Characteristics of Lime-Treated Semiarid Soils-Reference-Cited by-同舟云学术

Effect of Accelerated Loading on the Compressibility Characteristics of Lime-Treated Semiarid Soils

Published:2014-05 Issue:5 Volume:26 Page:1009-1016
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,Obaid Ali Abdul Kareem²,Al-Refeai Talal O.³

Affiliation:

1. Assistant Professor, Engineer Abdullah Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia (corresponding author).

2. Master Student, Engineer Abdullah Bugshan Research Chair for Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

3. Professor, Dept. of Civil Engineering, College of Engineering, King Saud Univ., 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.1943-5533.0000882

Reference36 articles.

1. Compressibility and swelling characteristics of Al-Khobar Palygorskite, eastern Saudi Arabia

2. Swelling characteristics of lime-treated expansive soils;Al-Mhaidib A. I.;Geotech. Eng. J.,1996

3. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C

4. ASTM. (2002). “Standard test method for particle size distribution of metal powders and related compounds by light scattering.” B822–02 West Conshohocken PA.

5. ASTM. (2004). “Standard test methods for one-dimensional consolidation properties of soils using incremental loading.” D2435 West Conshohocken PA.

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