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Numerical Analysis of Settlement of CFG Pile Composite Foundation

Xuewen Lei

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Abstract

During the design of the composite foundation, the design theory of controlling deformation is more reasonable than that of controlling bearing capacity. ANSYS program on FEM was used to analyze the transmission pattern of load, the characteristics of settlement and influence factors of CFG Pile composite foundation in this paper. As a result, the method and measures of reducing the settlement of composite foundation are obtained, which can provide useful reference for engineering design.

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What this paper is about

During the design of the composite foundation, the design theory of controlling deformation is more reasonable than that of controlling bearing capacity. ANSYS program on FEM was used to analyze the transmission pattern of load, the characteristics of settlement and influence factors of CFG Pile composite foundation in this paper. As a result, the method and measures of reducing the settlement of composite foundation are obtained, which can provide useful reference for engineering design.

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Available abstract

During the design of the composite foundation, the design theory of controlling deformation is more reasonable than that of controlling bearing capacity. ANSYS program on FEM was used to analyze the transmission pattern of load, the characteristics of settlement and influence factors of CFG Pile composite foundation in this paper. As a result, the method and measures of reducing the settlement of composite foundation are obtained, which can provide useful reference for engineering design.

Key concepts: Pile, Settlement (finance), Foundation (evidence), Composite number, Structural engineering, Bearing capacity, Finite element method, Engineering

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