Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay-Reference-Cited by-同舟云学术

Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay

Published:2007-07 Issue:4 Volume:7 Page:287-295
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Hongjie¹²,Randolph Mark F.¹²

Affiliation:

1. Ph.D. Student, Centre for Offshore Foundation Systems, School of Civil and Resource Engineering, The Univ. of Western Australia, Crawley, Perth, WA 6009, Australia.

2. Professor, Centre for Offshore Foundation Systems, The Univ. of Western Australia, Crawley, Perth, WA 6009, Australia. (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A4%28287%29

Reference32 articles.

1. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

2. An investigation of a plane strain continuous penetration problem

3. The Effect of Penetration Rate on the Strength of Remolded Clay and Sand Samples

4. FUNDAMENTAL ISSUES IN FINITE ELEMENT ANALYSES OF LOCALIZATION OF DEFORMATION

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