Analysis of Various Drained and Undrained Instability Modes in Medium Dense Sand Subjected to Biaxial Loading Conditions-Reference-Cited by-同舟云学术

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Analysis of Various Drained and Undrained Instability Modes in Medium Dense Sand Subjected to Biaxial Loading Conditions

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
language:
Short-container-title:

Author:

Mukherjee Mousumi¹²³,Gupta Anurag¹²³,Prashant Amit¹²³

Affiliation:

1. Former Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, India.

2. Associate Professor, Dept. of Mechanical Engineering, Indian Institute of Technology Kanpur, India.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480472.047

Reference17 articles.

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

2. Plane-Strain Instability of Saturated Porous Media

3. Desrues J. and Hammad W. (1989). "Shear banding dependency on mean stress level in sand." 2nd Int. Workshop on Numerical Methods for Localization and Bifurcation of Granular Bodies Gdansk-Karlsruhe E. Dembicki G. Gudehus and Z. Sikora eds. Technical Univ. of Gdansk Gdansk Poland 57-67.

4. Localization of the deformation in tests on sand sample

5. Shear bands in plane strain compression of loose sand

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