Cyclic Softening of Low-Plasticity Clay and Its Effect on Seismic Foundation Performance-Reference-Cited by-同舟云学术

Cyclic Softening of Low-Plasticity Clay and Its Effect on Seismic Foundation Performance

Published:2008-11 Issue:11 Volume:134 Page:1595-1608
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chu Daniel B.¹²³⁴,Stewart Jonathan P.¹²³⁴,Boulanger Ross W.¹²³⁴,Lin P. S.¹²³⁴

Affiliation:

1. Chief Geotechnical Engineer, Ninyo & Moore Geotechnical & Environmental Sciences Consultants, 475 Goddard, Ste. 200, Irvine, CA 92618.

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

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Professor, Dept. of Civil Engineering, National Chung-Hsing Univ. 250 Kuo Kuang Rd., Taichung, Taiwan.

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%291090-0241%282008%29134%3A11%281595%29

Reference29 articles.

1. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” Rep. No. 96-01 Seismic Safety Commission Sacramento Calif.

2. Liquefaction Susceptibility Criteria for Silts and Clays

3. Evaluation of Cyclic Softening in Silts and Clays

4. Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

5. Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

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