Evaluation of Passive Earth Resistance Using an Improved Limit Equilibrium Method of Slices-Reference-Cited by-同舟云学术

Evaluation of Passive Earth Resistance Using an Improved Limit Equilibrium Method of Slices

Published:2021-11 Issue:11 Volume:21 Page:04021207
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nandi Ritwik¹^ORCID,Choudhury Deepankar²^ORCID

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. ORCID: .

2. Professor T. Kant Chair Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002183

Reference43 articles.

1. Passive earth-pressure coefficients by upper-bound numerical limit analysis

2. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

3. Numerical study of passive and active earth pressures of sands

4. Caquot, A., and J. Kerisel. 1948. Tables for the calculation of passive pressure, active pressure and bearing capacity of foundations. Paris: Gauthier-Villars.

5. Chen, W. F. 1975. Limit analysis and soil plasticity. London: Elsevier.

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