Mode of Failure of a Group of Stone Columns in Soft Soil-Reference-Cited by-同舟云学术

Mode of Failure of a Group of Stone Columns in Soft Soil

Published:2013-02 Issue:1 Volume:13 Page:87-96
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hanna A. M.¹,Etezad M.²,Ayadat T.³

Affiliation:

1. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., 1455 De Maisonneuve Blvd., West Montreal, QC, Canada H3G 1M8 (corresponding author).

2. Geotechnical Engineer, Golder Associates, 6925 Century Ave., Suite 100, Mississauga, ON, Canada L5N 7K2.

3. Research Associate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., 1455 De Maisonneuve Blvd., West Montreal, QC, Canada H3G 1M8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000175

Reference24 articles.

1. Behavior of Stone Columns Based on Experimental and FEM Analysis

2. Bae W. S. Bang W. S. and Byung C. A. (2002). “Behavior of foundation system improved with stone columns.” Proc. 12th Int. Offshore and Polar Engineering Conf. Int. Society of Offshore and Polar Engineers Cupertino CA 675–678.

3. Analysis of rigid rafts supported by granular piles

4. Barksdale R. D. and Bachus R. C. (1983). “Design and construction of stone columns Volume 1.” Rep. No. FHWA/RD-83/026 Federal Highway Administration Washington DC.

5. The strength and dilatancy of sands

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