One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure-Reference-Cited by-同舟云学术

One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure

Published:2013-05 Issue:5 Volume:139 Page:797-809
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cai Yuanqiang¹,Gu Chuan²,Wang Jun³,Juang C. Hsein⁴,Xu Changjie⁵,Hu Xiuqing⁶

Affiliation:

1. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang Univ., Hangzhou 310027, P.R. China; and Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, P.R. China (corresponding author).

2. Ph.D. Student, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang Univ., Hangzhou 310027, P.R. China.

3. Associate Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, P.R. China.

4. Professor, Dept. of Civil Engineering, Clemson Univ., Kingstree, SC 29634.

5. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang Univ., Hangzhou 310027, P.R. China.

6. Assistant Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, P.R. China.

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%29GT.1943-5606.0000760

Reference20 articles.

1. Prediction of the Partially Drained Behavior of Soft Clays Under Embankment Loading

2. Brown S. F. and Hyde A. F. L. (1975). “Significance of cyclic confining stress in repeated-load triaxial testing of granular material.” Transportation Research Record 537 Transportation Research Board Washington DC 49–58.

3. Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil

4. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

5. Hyodo M. and Yasuhara K. (1988). “Analytical procedure for evaluating pore water pressure and deformation of saturated clay ground subjected to traffic loads.” Proc. 6th Int. Conf. on Numerical Methods in Geomechanics Vol. 2 A.A. Balkema Rotterdam Netherlands 653–658.

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