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- W2349285031 abstract "For short of the systemic statistical data of the damaged pile foundations in liquefaction and lateral flow layers after the great earthquake,the improvement of the theory and the design method also is absence the relevant basement.Through the simplified stress method to deal with the liquefied slip layers and the soft-hard interfaces,the modified Winkler beam theory and the response-displacement method,which were recommended by the guide manual of Japan Architecture Association,are introduced to analysis the certain example.The effective and practicability of the method can be validated in the first step.Research can be referenced in the seismic control and design method for the pile foundation in the future." @default.
- W2349285031 created "2016-06-24" @default.
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- W2349285031 date "2010-01-01" @default.
- W2349285031 modified "2023-09-26" @default.
- W2349285031 title "Analysion Damage Mechanism of Pile Foundation in Liquefaction Layers" @default.
- W2349285031 hasPublicationYear "2010" @default.
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