Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Author:

Kayen R.1,Moss R. E. S.2,Thompson E. M.3,Seed R. B.4,Cetin K. O.5,Kiureghian A. Der6,Tanaka Y.7,Tokimatsu K.8

Affiliation:

1. Research Civil Engineer, United States Geological Survey, Menlo Park, CA 94025; and Adjunct Faculty, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90025 (corresponding author).

2. Associate Professor, Geotechnical, Earthquake, and Risk Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407.

3. Research Assistant Professor, Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

5. Associate Professor, Middle Eastern Technical Univ., Ankara, Turkey.

6. Taisei Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

7. Brunsfield Professor, Geotechnical Engineering, Dept. of Civil Engineering, UTAR, Jalan Genting Klang, Setapak 53300, Kuala Lumpur Malasia.

8. Professor, Dept. of Architechture and Building Engineering, Tokyo Institute of Technology, Tokyo, 152-8550 Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference102 articles.

1. Liquefaction Resistance of Soils from Shear-Wave Velocity

2. Andrus R. D. Stokoe K. H. II Riley M. C. and Bay J. A. (1998). Liquefaction evaluation of densified sand at approach to Pier 1 on Treasure Island California using SASW method . National Institute of Standards and Technology Gaithersburg MD.

3. Arulanandan K. Douglas B. J. Qu Y. Z. Junfei X. Chengchun W. and Qizhi H. (1982). “Evaluation of earthquake induced liquefaction in Tientsin during the Tangshan earthquake P.R.C.” Proc. U.S.-P.R.C. Bilateral Workshop on Earthquake Engineering (E-3-1)-(E-3-42) .

4. Comparison of Shear-velocity Profiles of Unconsolidated Sediments Near the Coyote Borehole (CCOC) Measured with Fourteen Invasive and Non-invasive Methods Editorial

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