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- W2363552210 abstract "The bearing capacity of discrete material pile composite foundation and the main influencing factors of pile-soil stress ratio were discussed,respectively.Based on elastic theory analytic solution,a new calculating method for stress concentration ratio was presented,which was directed towards the deformation performance,that is,the discrete material pile not only had a vertical deformation but also had a lateral deformation under the vertical upper loads.This method can consider both the lateral deformation of discrete material pile under the vertical load and the influence of pile’s arrangement.In addition,the aging effect of both discrete material pile and surrounding soil were analyzed.Based on the elastic theory and Terzzaghi’s one dimension consolidation theory,a modificatory method for stress concentration ratio which took the aging effect into account was proposed.Lastly,a model experiment was analyzed to validate the method proposed.The result shows that the calculated curve agrees well with the measured one." @default.
- W2363552210 created "2016-06-24" @default.
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- W2363552210 date "2007-01-01" @default.
- W2363552210 modified "2023-09-27" @default.
- W2363552210 title "Bearing capacity calculating method of discrete material pile composite foundation" @default.
- W2363552210 hasPublicationYear "2007" @default.
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