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- W2364366258 abstract "Considering the interaction among upper structure,foundation and soil,also taking the elastoplastic property of soil into account, analysis of raft based on the medium-thickness plate theory, the three dimensional finite element model is established, and numerical analysis is used to study the internal force of pile-raft foundation below tube structure. Comparison between elastic model results and elastoplastic model results is made. Significance of non-linear analysis is demonstrated. Chang rule of soil stress and strain along with load increment is studied. Development of pile reaction force distribution is investigated. It is pointed out the trend of pile reaction force is not always becoming non-uniform with the increase of raft thickness. In the meanwhile, the influence factors of pile-raft foundation behavior such as elastoplastic property of soil and settlement surface of foundation are discussed." @default.
- W2364366258 created "2016-06-24" @default.
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- W2364366258 date "2003-01-01" @default.
- W2364366258 modified "2023-09-25" @default.
- W2364366258 title "Non-linear Numerical Analysis of Interaction among Pile-raft Foundation Tube Structure and Soil" @default.
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