Caissons in Cohesionless Soils Considering 3D Wedge under Earthquake Loading-Reference-Cited by-同舟云学术

Caissons in Cohesionless Soils Considering 3D Wedge under Earthquake Loading

Published:2020-12 Issue:12 Volume:20 Page:04020221
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Biswas Shibayan¹,Choudhury Deepankar²^ORCID

Affiliation:

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

2. Institute Chair Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, IIT 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.1943-5622.0001862

Reference26 articles.

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

2. Lateral Behavior of Pile Groups in Layered Soils

3. Study on the stability of well foundations for major bridges;Banerjee P. K.;J. Indian Roads Cong.,1960

4. Seismic Active Earth Pressure on Walls Using a New Pseudo-Dynamic Approach

5. Pseudo-dynamic approach for active thrust of submerged soils

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