Instability Analysis of Sand under Undrained Biaxial Loading with Rigid and Flexible Boundary-Reference-Cited by-同舟云学术

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Instability Analysis of Sand under Undrained Biaxial Loading with Rigid and Flexible Boundary

Published:2017-01 Issue:1 Volume:17 Page:04016042
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mukherjee Mousumi¹,Gupta Anurag²,Prashant Amit³

Affiliation:

1. Ph.D. Scholar, Civil Engineering, Indian Institute of Technology Kanpur, Uttar Pradesh 208016, India.

2. Associate Professor, Mechanical Engineering, Indian Institute of Technology Kanpur, Uttar Pradesh 208016, India.

3. Associate Professor, Civil Engineering, Indian Institute of Technology Gandhinagar, Gujarat 382355, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000690

Reference58 articles.

1. Strain Localization in Sand: Plane Strain versus Triaxial Compression

2. Plastic deformation and failure in granular media

3. Analytical Solutions for the Plane-Strain Bifurcation of Compressible Solids

4. Plane-Strain Instability of Saturated Porous Media

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3. Investigation of Instabilities in Granular Media and Their Numerical Simulation;Indian Geotechnical Journal;2021-03-31

4. Perturbation Intensity and Mesh Convergence in Coupled Undrained Instability Analysis in Sands under Biaxial Loading;International Journal of Geomechanics;2020-07

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