Effect of Granular-Column Installation on Excess Pore Pressure Variation during Soil Liquefaction-Reference-Cited by-同舟云学术

Effect of Granular-Column Installation on Excess Pore Pressure Variation during Soil Liquefaction

Published:2016-04 Issue:2 Volume:16 Page:04015046
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ben Salem Z.¹,Frikha W.²,Bouassida M.³

Affiliation:

1. Ph.D. Student, Univ. de Tunis El Manar, Ecole Nationale d’Ingénieurs de Tunis, LR14ES03-Ingénierie Géotechnique, BP 37 Le Belvédère, 1002 Tunis, Tunisia.

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

3. Professor, Univ. 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

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000516

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4. Baez J. I. and Martin G. R. (1993). “Advances in the design of vibro systems for the improvement of liquefaction resistance.” Proc. 7th Annual Symp. of Ground Improvement Vancouver Geotechnical Society Vancouver BC 1–16.

5. Predicting onset of cyclic instability of loose sand with fines using instability curves

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