Effects of Densification and Stiffening on Liquefaction Risk of Reinforced Soil by Stone Columns-Reference-Cited by-同舟云学术

Effects of Densification and Stiffening on Liquefaction Risk of Reinforced Soil by Stone Columns

Published:2017-10 Issue:10 Volume:143 Page:06017014
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Salem Zeineb Ben¹,Frikha Wissem²,Bouassida Mounir³

Affiliation:

1. Assistant Professor, Université de Tunis El Manar—Ecole Nationale d’Ingénieurs de Tunis, LR14ES03-Ingénierie Géotechnique, BP 37 Le Belvédère, 1002 Tunis, Tunisia.

2. Associate Professor, Université de Tunis El Manar—Ecole Nationale d’Ingénieurs de Tunis, LR14ES03-Ingénierie Géotechnique, BP 37 Le Belvédère, 1002 Tunis, Tunisia (corresponding author).

3. Professor, Université de Tunis El Manar—Ecole Nationale d’Ingénieurs de Tunis, LR14ES03-Ingénierie Géotechnique, BP 37 Le Belvédère, 1002 Tunis, Tunisia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001773

Reference37 articles.

1. Stone columns as liquefaction countermeasure in non-plastic silty soils

2. Liquefaction mitigation using stone columns around deep foundation: Full scale test results;Ashford S. A.;Transp. Res. Rec.,2000

3. Liquefaction observation during installation of stone columns using the vibro-replacement technique;Baez J. I.;Geotech. News,1992

4. Baez J. I. and Martin G. R. (1993). “Advances in the design of vibro systems for the improvement of liquefaction resistance.” Proc. Symp. of Ground Improvement Vancouver Geotechnical Society Vancouver BC Canada.

5. Basarkar S. S. Panse V. and Wankhade R. (2009). “Ground strengthening by vibro-stone columns—A case study.” Indian Geotechnical Conf. IGC Allied Publishers Pvt. Ltd. Guntur India.

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