Behavior of Single Pile in Liquefied Deposits during Earthquakes-Reference-Cited by-同舟云学术

Behavior of Single Pile in Liquefied Deposits during Earthquakes

Published:2013-08 Issue:4 Volume:13 Page:454-462
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Phanikanth V. S.¹,Choudhury Deepankar²,Reddy G. R.³

Affiliation:

1. Scientific Officer (G), Bhabha Atomic Research Centre, Architecture & Civil Engineering Division, Trombay, Mumbai 400085, India; formerly, Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author).

3. Homi Bhabha Professor and Scientific Officer (H), Bhabha Atomic Research Centre, Trombay, Mumbai 400085, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000224

Reference39 articles.

1. Choudhury D. Phanikanth V. S. and Reddy G. R. (2009). “Recent advances in analysis and design of pile foundations in liquefiable soils during earthquake: A review.” Proc. Natl. Acad. Sci. India 79(A) 141–152.

2. Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL

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