Probabilistic Model for the Assessment of Cyclically Induced Reconsolidation (Volumetric) Settlements

Author:

Cetin K. Onder12345,Bilge H. Tolga12345,Wu Jiaer12345,Kammerer Annie M.12345,Seed Raymond B.12345

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531, Ankara, Turkey.

2. Graduate Student Researcher, Dept. of Civil Engineering, Middle East Technical Univ., 06531, Ankara, Turkey.

3. Senior Project Engineer, URS Corporation, Oakland, CA 94612.

4. Senior Project Engineer, US Nuclear Regulatory Commission, Rockville, MD 20555.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference71 articles.

1. Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work

2. Earthquake-induced settlement in Naruohama Reclaimed Land;Akamoto H.;Soils Found.,1996

3. Bardet J. P. Hu J. Swift J. and Tobita T. (2002). “Ground deformation database.” Pacific Earthquake Engineering Research Center Rep. (CD-ROM) Dept. of Civil Engineering Univ. of Southern California Los Angeles.

4. Liquefaction analysis of the 1971 ground failure at the San Fernando Valley Juvenile Hall, California;Bennett M. J.;Bull. Int. Assoc. Eng. Geol.,1989

5. Bennett M. J. Ponti D. J. Tinsley J. C. Holzer T. L. and Conaway C. H. (1998). “Subsurface geotechnical investigations near sites of ground deformations caused by the January 17 1994 Northridge California Earthquake.” Open File Rep. No. 98–373 Dept. of Interior USGS Menlo Park Calif.

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