Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction-Reference-Cited by-同舟云学术

Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction

Published:2020-09 Issue:9 Volume:20 Page:04020144
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Amrendra¹,Kumari Sunita²,Sawant V. A.³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, National Institute of Technology Patna, Bihar 800005, India.

2. Associate Professor, Dept. of Civil Engineering, National Institute of Technology Patna, Bihar 800005, India (corresponding author).

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Uttarakhand 247667, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001758

Reference45 articles.

1. Evaluation of pile foundation response to lateral spreading

2. Mitigation of liquefaction and associated ground deformations by stone columns

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

4. Baez J. I. 1995. “A design model for the reduction of soil liquefaction by vibro-stone columns.” Ph.D. thesis Dept. of Civil Engineering Univ. of Southern California.

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