Static Pushover Analyses of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests-Reference-Cited by-同舟云学术

Static Pushover Analyses of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests

Published:2007-09 Issue:9 Volume:133 Page:1055-1066
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brandenberg Scott J.¹²²³,Boulanger Ross W.¹²²³,Kutter Bruce L.¹²²³,Chang Dongdong¹²²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Los Angeles, Los Angeles, CA 90095. E-mail: sjbrandenberg@ucla.edu

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

3. Senior Staff Engineer, Geosyntec Consultants, Inc., 475 14th St., Ste. 450, Oakland, CA 94612; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, 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%291090-0241%282007%29133%3A9%281055%29

Reference35 articles.

1. Bartlett S. F. and Youd T. L. (1992). “Empirical analysis of horizontal ground displacement generated by liquefaction-induced lateral spread.” Technical Rep. NCEER-92-0021 National Center for Earthquake Engineering Research Buffalo N.Y.

2. Boulanger R. W. Kutter B. L. Brandenberg S. J. Singh P. and Chang D. (2003). “Pile foundations in liquefied and laterally spreading ground during earthquakes: Centrifuge experiments and analyses.” Rep . UCD/CGM-03/01 Center for Geotechnical Modeling Univ. of California at Davis Davis Calif.

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