Chapter
Apr 26, 2012
Seismic Response of Buried Pipelines during Liquefaction
Authors: Wang Guoxin [email protected], Wang Weizheng [email protected], Zhao zhen, and He ShuanghuaAuthor Affiliations
Publication: Earth & Space 2006: Engineering, Construction, and Operations in Challenging Environment
Abstract
On the basis of theoretical analysis and calculation, mainly for parts are involved in this paper: the effective stress analysis of soil deposit, the numerical response analysis of Pipe-Soil Spring System to effective seismic wave, the theoretical analysis of dynamic response of buried pipelines, upward floating response of buried pipelines are discussed.
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© 2006 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No.4 Linggong Road, Dalian, China, 116024. E-mail: [email protected]
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No.4 Linggong Road, Dalian, China, 116024. E-mail: [email protected]
Zhao zhen
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No.4 Linggong Road, Dalian, China, 116024
He Shuanghua
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, No.4 Linggong Road, Dalian, China, 116024
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