2003•Rock and Soil MechanicsRequires access

Study on the rigid piles composite foundation with thin cushion

Huang Sheng-gen

Abstract

According to the effecting degrees of boundary conditions in the rigid piles foundation, cushion is classified to 3 states, the equation to calculate the stress ratio of piles and soil in thin cushion is obtained ,and the factors that influence the stress ratio ,including loads and mechanical, geometrical parameters of pile , soil ,cushion ,are analyzed .

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Available abstract

Key concepts: Cushion, Pile, Foundation (evidence), Geotechnical engineering, Structural engineering, Stress (linguistics), Boundary value problem, Engineering