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Aseismic Assessment of the Qiantang River Levee
Authors:Chang-Jie Xu  Xiao-Zhen Fan  Ming Yin
Institution:1. Research Center of Coastal and Urban Geotechnical Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China;2. School of Civil Engineering and Architecture, East Jiaotong University, Nanchang, China;3. Reconnaissance and Design Institute Qiantang River Administration, Hangzhou, China
Abstract:Liquefaction potential is evaluated using both in-situ and laboratory testing methods. Liquefaction and dynamic stability for the levee are determined using Biot’s dynamic consolidation equation which is used to analyze the increase and dissipation of pore water pressure as well as liquefaction and dynamic stability in the levee during a magnitude 7 earthquake. By inverse analysis, the acceleration at the bedrock is obtained from the acceleration data monitored previously at free surface and is inputted as the seismic loading. Results presented in this paper can provide improved stability assessment for levees experiencing seismic events of this magnitude.
Keywords:Earthquake  Liquefaction: Dynamic Stability  Levee  Stability Assessment
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