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- W2347582837 abstract "Recently more and more attentions have been paid to the variable rigidity design method for controlling the differential settlement. In this paper the three-dimensional (3-D) finite element method is used to discuss the relation between the settlement and the rigidity of the foundation supported by different types of pile. A design method is presented to control the differential settlement by changing types of pile and layouts of pile. A case study shows that this method can be used to reduce the differential settlement and prevent from the second stress." @default.
- W2347582837 created "2016-06-24" @default.
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- W2347582837 date "2004-01-01" @default.
- W2347582837 modified "2023-09-22" @default.
- W2347582837 title "Three-Dimensional Finite Element Analysis of Differential Settlements of the Foundation Supported by Different Types of Piles" @default.
- W2347582837 hasPublicationYear "2004" @default.
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