Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures-Reference-Cited by-同舟云学术

Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures

Published:2016-02 Issue:1 Volume:16 Page:04015029
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bhatnagar Shashank¹,Kumari Sunita²,Sawant V. A.³

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand, India 247668.

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Patna, Patna, Bihar, India 800005..

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand, India 247668 (corresponding author)..

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000501

Reference24 articles.

1. Adalier K. (1996). “Mitigation of earthquake induced liquefaction hazards.” Ph.D. thesis Rensselaer Polytechnic Institute Troy NY.

2. Foundation Liquefaction Countermeasures for Earth Embankments

3. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “Verification of liquefaction analysis by centrifuge studies laboratory testing program soil data.” Technical Report EarthTech Irvine CA.

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