Behavior of Marine Sand-Clay Mixtures under Static and Cyclic Triaxial Shear-Reference-Cited by-同舟云学术

Behavior of Marine Sand-Clay Mixtures under Static and Cyclic Triaxial Shear

Published:2005-02 Issue:2 Volume:131 Page:213-222
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Prakasha K. S.¹²,Chandrasekaran V. S.¹²

Affiliation:

1. Chief Engineer (Civil), Oil and Natural Gas Corporation Ltd., Nazira - 785685, Shivsagar District, Assam State, India.

2. Professor, Department of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai - 400076, India.

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%282005%29131%3A2%28213%29

Reference19 articles.

1. Andersen K. H. and Heien D. (1986). “Procedures and soil parameters to calculate stability stiffness cyclic displacements and settlements of gravity platforms on clay.” Internal report No. 40013-32 Norwegian Geotechnical Institute Oslo Norway.

2. Earth Pressures at Rest Related to Stress History

3. Castro G. and Poulos J. (1976). “Factors affecting liquefaction and cyclic mobility.” ASCE Annual Convention and Symposium on Liquefaction Problems in Geotechnical Engineering Philadelphia 105–139.

4. Initial settlement of structures on clay;D’Appolonia D. J.;J. Soil Mech. Found. Div.,1971

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