Instability Conditions of Loose Sand in Plane Strain-Reference-Cited by-同舟云学术

Instability Conditions of Loose Sand in Plane Strain

Published:2008-01 Issue:1 Volume:134 Page:136-142
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chu J.¹²,Wanatowski D.¹²

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798 (corresponding author).

2. Lecturer, Nottingham Centre for Geomechanics, School of Civil Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, United Kingdom.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A1%28136%29

Reference36 articles.

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

2. A state parameter for sands

3. A theory of the plastic distortion of a polycrystalline aggregate under combined stresses;Bishop J. F. W.;J. Philos.,1951

4. Chu J. (1991). “Liquefaction of sands under undrained and non-undrained conditions.” Proc. 5th Int. Conf. on Soil Dynamics and Earthquake Eng. Karlsruhe Germany 277–291.

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