Design Guide for Rigid Foundation Systems on Expansive Soils-Reference-Cited by-同舟云学术

Design Guide for Rigid Foundation Systems on Expansive Soils

Published:2012-10 Issue:5 Volume:12 Page:528-536
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dafalla Muawia A.¹,Al-Shamrani Mosleh A.²,Puppala Anand J.³,Ali Haithum E.⁴

Affiliation:

1. Assistant Professor, Bugshan Research Chair, King Saud Univ., PO Box 800, Riyadh 11421, Kingdom of Saudi Arabia (corresponding author).

2. Professsor, Bugshan Research Chair, King Saud Univ., PO Box 800, Riyadh 11421, Kingdom of Saudi Arabia.

3. Visiting Professor, Bugshan Research Chair, King Saud Univ., PO Box 800, Riyadh 11421, Kingdom of Saudi Arabia; and Professor, Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

4. M.Sc. Student, King Saud Univ., PO Box 800, Riyadh 11421, Kingdom of Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000141

Reference19 articles.

1. Abdelmalak R. and Briaud J.-L. (2006). “Comparison of beam depths for stiffened slabs on shrink-swell soils using WRI PTI 2004 and AS 2870.” Proc. 4th Int. Conf. Unsaturated Soils Vol. 1 ASCE Reston VA 345–353.

2. Abduljawad S. N. (1991). “Characteristics and chemical treatment of expansive clay in Al Qatif Saudi Arabia.” Eng. Geol. J. 30(2) 143–158.

3. Al Muhandis N. K. (2006). “ Court complex building site.” Geotech. Rep. No. 093/02/2006 Al Muhandis Nizar Kurdi Riyadh Saudi Arabia.

4. Experimental study of lateral restraint effects on the potential heave of expansive soils

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