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

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

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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