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- W2382202942 abstract "Based on the vertical deformation model and the radial deformation model , the governing differential equations for the pile and its surrounding soil are established by the elastic theory and pilesoil displacement compatibility in this paper. Analytical solutions for the deformation of the pile and its surrounding soil within reinforcing area are derived from these equations under the embankment load. The analytical formulas for the calculation of the vertical stresses for the pile and its surrounding soil and the interfacial shear stress are also presented. To verify the accuracy of the proposed method, the results determined from the proposed method are compared with those obtained from the finite element method, also with those from experimental results. Both comparisons show that the proposed method is accurate and reliable. In addition, the proposed method is convenient for engineering application, as it requires minimal calculations." @default.
- W2382202942 created "2016-06-24" @default.
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- W2382202942 date "2003-01-01" @default.
- W2382202942 modified "2023-09-25" @default.
- W2382202942 title "Research on deformation and load transfer for composite foundation under embankment load" @default.
- W2382202942 hasPublicationYear "2003" @default.
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