摘要
采用经典液化判别法与剪切波速判别法研究了堰基淤砂及堰体抛填风化砂的液化问题，并分别依据非线性、等效线性、稳态理论，按有限元方法进行了堰体动力响应及动力稳定计算分析，综合评价了其抗震安全性，并就抗液化的工程措施提出了建议。
Using classic liquefaction discriminant and shear wave velocity discriminant, the liquefaction of weathered sands filled in the cofferdam and silt in its foundation is studied. Based on the theories of nonlinearity, equivalent linearity and stability, respectively, and employing FEM, a calculating analysis on cofferdam dynamic response and dynamic stability is performed and its aseismic security is evaluated. And some engineering measures on anti liquefaction are proposed.
出处
《长江科学院院报》
EI
CSCD
北大核心
1998年第1期39-43,共5页
Journal of Changjiang River Scientific Research Institute
关键词
三峡工程
围堰
砂土液化
有限元
动力稳定性
TGP
2nd stage cofferdam
liquefaction of sand
dynamic FEM
dynamic stability
