Volumetric Strains of Clean Sands Subject to Cyclic Loads

Author:

Duku Pendo M.1234,Stewart Jonathan P.1234,Whang Daniel H.1234,Yee Eric1234

Affiliation:

1. Staff Engineer II, Fugro West Consultants, 4820 McGrath Street, Ste. 100, Ventura, CA 93003.

2. Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095 (corresponding author).

3. Senior Engineer, Geomatrix Consultants, 510 Superior Ave., Ste. 200, Newport Beach, CA 92663.

4. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90095.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference54 articles.

1. The Empirical Evaluation of the Coefficient K0 and K0

2. ASTM. (2001a). “Standard test method for particle-size analysis of soils.” D422 West Conshohoken Pa.

3. ASTM. (2001b). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” D4253 West Conshohoken Pa.

4. ASTM. (2006). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D5254 West Conshohoken Pa.

5. High Overburden Stress Effects in Liquefaction Analyses

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