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- W2376170852 abstract "In order to analyze the influence mechanism of set-up process for the load-bearing capability of single pile,similarity theory and model experimental method are applied to build the pile-soil similarity system which can be used to design the indoor model experiment.The artificial soil is configured to formulate the clay soil of specific layer in Changzhou Viaduct Project.Three types of piles are set up:built-in pile,jacked pile and cast-in-place pile,and all piles are made of concrete.Afterwards,the static load test is carried out and mechanical data are got,and the load transfer law and bearing capability of testing piles are analyzed.It proves that the pile set-up process has a great influence on the bearing character and bearing capacity of single pile.Under design load,the proportions of point resistance in total resistance of jacked pile,cast-in-place pile and built-in pile are 5.9%,4.7% and 3.2%,respectively.And lateral unloading of soil can weaken not only the frictional resistance but also the tip resistance." @default.
- W2376170852 created "2016-06-24" @default.
- W2376170852 creator A5073268532 @default.
- W2376170852 date "2010-01-01" @default.
- W2376170852 modified "2023-09-23" @default.
- W2376170852 title "Model Experimental Study on the Pile Set-Up Process Effect upon the Load-Bearing Capability of Pile in Clay Soil" @default.
- W2376170852 hasPublicationYear "2010" @default.
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