Using Stone Columns to Mitigate Lateral Deformation in Uniform and Stratified Liquefiable Soil Strata-Reference-Cited by-同舟云学术

Using Stone Columns to Mitigate Lateral Deformation in Uniform and Stratified Liquefiable Soil Strata

Published:2019-05 Issue:5 Volume:19 Page:04019026
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Jinchi¹,Kamatchi P.²,Elgamal Ahmed³

Affiliation:

1. Associate Project Scientist, Dept. of Structural Eng., Univ. of California, San Diego, La Jolla, CA 92093-0085.

2. Principal Scientist, CSIR Structural Engineering Research Centre, Chennai, Tamil Nadu 600113, India.

3. Professor, Dept. of Structural Eng., Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001397

Reference63 articles.

1. Adalier K. 1992. “Post-liquefaction behavior of soil systems.” M.S. thesis Dept. of Civil and Environmental Engineering Rensselaer Polytechnic Institute.

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

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

4. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques

5. Baez J. I. and G. R. Martin. 1992. “Quantitative evaluation of stone column techniques for earthquake liquefaction mitigation.” In Proc. Earthquake Engineering Tenth World Conf. 1477–1483. Rotterdam Netherlands: A. A. Balkema.

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