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- W194711897 abstract "Publisher Summary This chapter investigates the interaction between pile and raft in a piled raft foundation by model test and finite element analysis. The model ground for the laboratory test was made of Ariake clay in a concrete soil tank with a bottom area 1.5m × 1.5m and a depth, 1.0m. The model pile was installed in the model ground and was left for 28 days to allow the recovery of the disturbed zone around the pile. Three types of model test were carried out—single pile, raft only, and piled raft system. For FE analysis, an eight node quadrilateral element with reduced integration scheme is used. The substepping technique with error control was adopted to integrate the elastoplastic stress-strain relationship. The model test and numerical analysis results indicated that due to pile raft interaction, the resistance of piled raft system was less than the sum of the resistances of pile and raft considered separately. This interaction was expressed as a piled raft system efficiency factor, which is a function of raft/pile radius ratio." @default.
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- W194711897 date "2002-01-01" @default.
- W194711897 modified "2023-09-22" @default.
- W194711897 title "Interaction between pile and raft in piled raft foundation" @default.
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- W194711897 doi "https://doi.org/10.1016/b978-008044100-9/50077-2" @default.
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