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- W2371034713 abstract "In order to analyze the stress and deformation distribution regularities of high rockfill dam and foundation diaphragm wall deeply,Pubugou high rockfill dam was used as an example of the 3-D nonlinear FEM analysis. Granular materials were adopted Duncan E-v model,concrete by using the linear elastic model,contact interface was adopted the Goodman element model,and the soaking deformation of the upstream shell, transition and the filter materials due to the reservoir filling was also considered in computing. The results show that the dam's stress and deformation distribution are basically reasonable,the maximum dam settlement occurs in the reservoir storage period and no tensile stress appears in the corewall of Pubugou high rockfill dam,the high plastic clay area located in the corewall,diaphragm wall and the joint parts of the wall corridor reduce the shear failure area greatly,which achieves the control purpose of stress and deformation." @default.
- W2371034713 created "2016-06-24" @default.
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- W2371034713 date "2014-01-01" @default.
- W2371034713 modified "2023-09-23" @default.
- W2371034713 title "The 3-D Nonlinear FEM Analysis of Pubugou High Rockfill Dam" @default.
- W2371034713 hasPublicationYear "2014" @default.
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