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• W2984120567 startingPage "022117" @default.
• W2984120567 abstract "The flexible-piled composite foundation is one of common processing ways to treat with soft subgrade. The parameters are discussed to improve the accuracy of settlement deformation calculation. Soil deformation parameters and misuses of settlement calculation parameters are analyzed by the theory method and finite element method (FEM). Based on the mechanism of deformation of lime-soil piles, the relationship between stress and strain of pile and soil is analyzed. Meanwhile, calculating key parameters of effective pile length, composite modulus and additional stress are proposed by the theory method. At last an engineering example is descried to explain their application." @default.
• W2984120567 created "2019-11-22" @default.
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• W2984120567 date "2019-11-08" @default.
• W2984120567 modified "2023-09-25" @default.
• W2984120567 title "Study on the key parameters and settlement regularities for flexible-piled composite foundation" @default.
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• W2984120567 doi "https://doi.org/10.1088/1755-1315/330/2/022117" @default.
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