Probabilistic Models for Cyclic Straining of Saturated Clean Sands

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

Reference45 articles.

1. Arulmoli K. Muraleetharan K. K. Hosain M. M. and Fruth L. S. (1992) “VELACS laboratory testing program soil data.” Rep. The Earth Technology Corporation Irvine Calif. to the National Science Foundation Washington D.C.

2. Bilge H. T. (2005). “Volumetric and deviatoric strain behavior of cohesionless soils under cyclic loading.” MSc thesis Middle East Technical Univ Ankara Turkey.

3. Bilge H. T. and Cetin K. O. (2006). “Probabilistic models for the assessment of cyclic soil deformations.” 100th Anniversary Earthquake Conf. Commemorating the 1906 San Francisco Earthquake Mira Digital Publishing San Francisco Calif.

4. Boulanger R. W. and Idriss I. M. (2004). “State normalization of penetration resistance and the effect of overburden stress on liquefaction.” Proc. 11th Int. Conf. on Soil Dyn. and Earthquake Eng. and 3rd Int. Conf. on Earthquake Geotechnical Eng. Stallion Press Univ. of California Berkeley Calif.

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