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- W2348572007 abstract "In order to study the source of the increment of ultimate bearing capacity of soil under cap of composite pile foundation,a finite element method was used to give a 3D elastoplastic finite element analysis to pile raft foundation of 3D and 6D pile diameter spacing.Slip pattern of soil around piles and the increment of ultimate bearing capacity of soil under cap were obtained from the analysis,the results were compared with analytic solutions.The study showed that the ultimate resistance to the soil sliding around pile shaft could enhance the ultimate bearing capacity of soil under the cap,the increment range and the proportion gradually decreases with the increase of the pile space from 3D to 6D,and bearing characteristic of soil under cap is gradually closer to the behavior of the nature ground." @default.
- W2348572007 created "2016-06-24" @default.
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- W2348572007 date "2010-01-01" @default.
- W2348572007 modified "2023-09-25" @default.
- W2348572007 title "Increment analysis of ultimate bearing capacity of soil under cap of composite pile foundation" @default.
- W2348572007 hasPublicationYear "2010" @default.
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