Effect of Frequency and Vertical Stress on Cyclic Degradation and Pore Water Pressure in Clay in the NGI Simple Shear Device-Reference-Cited by-同舟云学术

Effect of Frequency and Vertical Stress on Cyclic Degradation and Pore Water Pressure in Clay in the NGI Simple Shear Device

Published:2013-10 Issue:10 Volume:139 Page:1727-1737
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mortezaie Ahmad Reza¹,Vucetic Mladen²

Affiliation:

1. Project Engineer, Fugro Consultants, Inc., 700 South Flower Street, Suite 2116, Los Angeles, CA 90017 (corresponding author).

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%29GT.1943-5606.0000922

Reference29 articles.

1. Andersen K. H. (1976). “Behavior of clay subjected to undrained cyclic loading.” Proc. Int. Conf. on Behavior of Offshore Structures Norwegian Institute of Technology Trondheim Norway 392–403.

2. Bearing Capacity for Foundations with Cyclic Loads

3. Cyclic Soil Data for Design of Gravity Structures

4. Cyclic and static laboratory tests on drammen clay;Andersen K. H.;J. Geotech. Engrg. Div.,1980

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

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