Undrained Pore Pressure Prediction in Clayey Soil under Cyclic Loading-Reference-Cited by-同舟云学术

Undrained Pore Pressure Prediction in Clayey Soil under Cyclic Loading

Published:2015-10 Issue:5 Volume:15 Page:04014082
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Paul Monideepa¹,Sahu Ramendu Bikas²,Banerjee Goutam³

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Heritage Institute of Technology, Kolkata, West Bengal 700107, India.

2. Professor, Civil Engineering Dept., Jadavpur Univ., Kolkata, West Bengal 700032, India (corresponding author).

3. Chief Scientist, Central Glass and Ceramic Research Institute, Kolkata, West Bengal 700032, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000431

Reference36 articles.

1. Undrained Behavior of Clay Under Cyclic Shear Stresses

2. Biscontin G. (2001). “Modeling the dynamic behavior of lightly overconsolidated soil deposits on submarine slope.” Ph.D. dissertation Univ. of California at Berkeley Berkeley CA.

3. Curve Expert Professional 1.5.0 [Computer software]. Chattanooga TN Hyams Development.

4. Das B. M. (1985). Advanced soil mechanics CRC Press Boca Raton FL.

5. Sand liquefaction in large-scale simple shear tests;De Alba P.;J. Geotech. Engrg. Div.,1976

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