Liquefaction Effects on Piled Bridge Abutments: Centrifuge Tests and Numerical Analyses-Reference-Cited by-同舟云学术

Liquefaction Effects on Piled Bridge Abutments: Centrifuge Tests and Numerical Analyses

Published:2013-03 Issue:3 Volume:139 Page:433-443
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Armstrong Richard J.¹,Boulanger Ross W.²,Beaty M. H.³

Affiliation:

1. Water Resource Engineer, California Dept. of Water Resources, Division of Safety of Dams, 2200 X St., Suite 200, Sacramento, CA 95818 (corresponding author).

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

3. Consulting Engineer, Beaty Engineering LLC, 16631 SW Timberland Dr., Beaverton, OR 97007.

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.1943-5606.0000780

Reference30 articles.

1. Armstrong R. (2010). “Evaluation of the performance of piled bridge abutments affected by liquefaction-induced ground deformations through centrifuge tests and numerical analysis tools.” Ph.D. dissertation Univ. of California–Davis Davis CA.

2. Armstrong R. Boulanger R. and Beaty R. (2010). “Non-linear numerical modeling of centrifuge-test results for embankments underlain by liquefied soil.” Proc. 30th Annual U.S. Society of Dams Conf. U.S. Society for Dams Sacramento CA.

3. Armstrong R. Boulanger R. Gulerce U. Kutter B. and Wilson D. (2008). “Centrifuge modeling of pile pinning effects.” Geotechnical Earthquake Engineering and Soil Dynamics IV D. Zeng M. Manzari and D. Hiltunen eds. ASCE Reston VA.

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