Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay-Reference-Cited by-同舟云学术

Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay

Published:2004-12 Issue:4 Volume:4 Page:296-309
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mita K. A.¹,Dasari G. R.²,Lo K. W.³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576.

2. Senior Research Engineer, ExxonMobil Upstream Research Company, Houston, TX 77252-2189.

3. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A4%28296%29

Reference53 articles.

1. Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding

2. Mechanical properties of reconstituted Bothkennar soil

3. Atkinson J.H. and Bransby P.L. ( 1982). “ The mechanics of soils: An introduction to critical state soil mechanics .” McGraw–Hill New York.

4. The effect of local drainage in shear zones on the undrained strength of overconsolidated clay

5. Baladi G.Y. and Sandler I.S. ( 1980). “Examples of the use of the cap model for saturated sand subjected to monotonic and/or cyclic loading.” Proc. 3rd Int. Conf. Numer. Meth. Geomech. W. Wittke ed. Aachen Balkema Rotterdam The Netherlands 389–404.

Cited by 46 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope;Computers and Geotechnics;2023-10

2. Geosynthetic-Reinforced and Stone Column-Supported Embankments: Numerical and Stability Study;Geotechnical and Geological Engineering;2023-09-28

3. Neutral plane of single pile in clay subjected to surcharge loading using the “critical state soil mechanics” (CSSM);International Journal of Geotechnical Engineering;2023-07-03

4. Monopile installation in clay and subsequent response to millions of lateral load cycles;Computers and Geotechnics;2023-03

5. Elastoplastic two-surface model for describing strain-softening behavior of saturated cohesive soils;ROCK SOIL MECH;2022