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- W2364100517 abstract "A highly effective iterative procedure is developed to examine the load-displacement behaviour of a single tension pile by load transfer theory. Moreover an approximation method that can for predicting deformations of tension pile groups is given. The method assumes pile groups as an equivalent pier so that the analysis method of single pile can be used for pile groups. Compared with field experiment,the equivalent pier method not only can save a large amount of computing time but also give reasonable results." @default.
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- W2364100517 date "2009-01-01" @default.
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- W2364100517 title "Evaluation of deformation of tension pile group using equivalent pier method" @default.
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