Chapter
Apr 26, 2012
Seismic Soil-Structure Interaction Analyses of an Underwater Bulkhead and Wharf System
Authors: Liping Yan, Kandiah Arulmoli, Max Weismair, Ray Aliviado, and Ignatius Po LamAuthor Affiliations
Publication: Geotechnical Engineering for Transportation Projects
Abstract
This paper presents results of seismic soil-structure interaction (SSI) analyses of an underwater bulkhead and wharf system for the proposed Berth 145-146 Upgrade in the Port of Los Angeles (POLA), California, the first major undertaking of its kind at the POLA. The underwater bulkhead consists of strong center piles that are called king piles with sheet piles placed between them. The finite-difference computer program FLAC was used in the two-dimensional static and dynamic SSI analyses. To optimize the choice of king pile section and evaluate the effects of ground motions, the analyses focused on the behavior of the underwater bulkhead and wharf system for two king-pile configurations under three seismic motions. The seismic SSI analyses allowed selection of a smaller king-pile underwater bulkhead system compared with recommendations from simplified analyses, resulting in cost savings to the project.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
Affiliations
Liping Yan
P.E.
M.ASCE
Senior Engineer, Arroyo Geotechnical, 2125 East Katella Avenue, Suite 200, Anaheim, CA 92806
Kandiah Arulmoli
P.E.
F.ASCE
Principal Engineer, Earth Mechanics, Inc. (EMI), 17660 Newhope Street, Suite E, Fountain Valley, CA 92708
Max Weismair
P.E.
Structural Engineer, POLA, 425 South Palos Verdes Street, San Pedro, CA 90731
Ray Aliviado
P.E.
M.ASCE
Civil Engineer, POLA, 425 South Palos Verdes Street, San Pedro, CA 90731
Ignatius Po Lam
P.E.
M.ASCE
President, EMI, 17660 Newhope Street, Suite E, Fountain Valley, CA 92708
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