Centrifuge Testing to Evaluate and Mitigate Liquefaction-Induced Building Settlement Mechanisms-Reference-Cited by-同舟云学术

Centrifuge Testing to Evaluate and Mitigate Liquefaction-Induced Building Settlement Mechanisms

Published:2010-07 Issue:7 Volume:136 Page:918-929
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dashti Shideh¹²³⁴⁵,Bray Jonathan D.¹²³⁴⁵,Pestana Juan M.¹²³⁴⁵,Riemer Michael¹²³⁴⁵,Wilson Dan¹²³⁴⁵

Affiliation:

1. Post-Doctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

4. Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

5. Associate Project Scientist, Center for Geotech. Modeling, Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000306

Reference17 articles.

1. Adalier K. (1992). “Post-liquefaction behavior of soil systems.” MS thesis Rensselaer Polytechnic Institute Troy N.Y.

2. Foundation Liquefaction Countermeasures for Earth Embankments

3. Settlement, Sliding, and Liquefaction Remediation of Layered Soil

4. Dashti S. (2009). “Toward evaluating building performance on softened ground.” Ph.D. dissertation Univ. of California Berkeley Calif. (Appendices I–IV).

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