Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays-Reference-Cited by-同舟云学术

Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays

Published:2016-05 Issue:5 Volume:142 Page:04016007
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mortezaie Ahmadreza¹,Vucetic Mladen²

Affiliation:

1. Principal and Senior Geotechnical Engineer, Geo-Advantec, Inc., 457 West Allen Ave., Suite 113, San Dimas, CA 91773.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author).

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.1943-5606.0001461

Reference45 articles.

1. Cyclic and static laboratory tests on Drammen clay;Andersen K. H.;J. Geotech. Eng. Div.,1980

2. Andreasson B. A. (1979). “Deformation characteristics of soft high-plastic clays under dynamic loading conditions.” Ph.D. thesis Dept. of Geotechnical Engineering Chalmers Univ. of Technology Gothenburg Sweden 242.

3. Andreasson B. A. (1981). “Dynamic deformation characteristics of a soft clay.” Proc. Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Vol. I Univ. of Missouri-Rolla MO 65–70.

4. Direct Simple-Shear Tests on a Norwegian Quick Clay

5. Settlement of Compacted Clay in a Cyclic Direct Simple Shear Device

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