Threshold Shear Strain for Cyclic Pore-Water Pressure in Cohesive Soils-Reference-Cited by-同舟云学术

Threshold Shear Strain for Cyclic Pore-Water Pressure in Cohesive Soils

Published:2006-10 Issue:10 Volume:132 Page:1325-1335
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hsu Chu-Chung¹²,Vucetic Mladen¹²

Affiliation:

1. Lecturer, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, CA 90095-1593 (corresponding author). E-mail: Chungh@seas.ucla.edu

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

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%282006%29132%3A10%281325%29

Reference37 articles.

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

2. 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. 1 St. Louis Univ. of Missouri–Rolla Rolla Mo. 65–70.

3. Berre T. (1981). “Comparison of undrained and constant volume triaxial tests of plastic clay from Drammen.” Internal Rep. No. 56103-23 Norwegian Geotechnical Institute Oslo Norway.

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

5. Dobry R. Dyvik R. and Sgambatti J. (1981). “Static and cyclic simple shear tests of normally consolidated offshore Orinoco clay.” Research Rep. Prepared for INTEVEP Los Teques Venezuela.

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