Computation of stress ratio of piles to soil and bearing behavior of rigid pile composite foundation
Guo Zhongxian, Huo Da
Abstract
Guo Zhongxian, Huo Da
Abstract
Analyzing the cooperation mechanism of piles,soil and cushion,the method to calculate the stress ratio of piles to soil is introduced by considering harmony working of piles,soil and cushion in composite foundation.The factors influencing the stress ratio of piles to soil,such as cushion modulus,soil modulus of piles end,rigid ratio of pile and soil,pile length,area displacement ratio,are discussed by calculating stress ratio,and the bearing behavior of rigid pile composite foundation are analyzed.
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Analyzing the cooperation mechanism of piles,soil and cushion,the method to calculate the stress ratio of piles to soil is introduced by considering harmony working of piles,soil and cushion in composite foundation.The factors influencing the stress ratio of piles to soil,such as cushion modulus,soil modulus of piles end,rigid ratio of pile and soil,pile length,area displacement ratio,are discussed by calculating stress ratio,and the bearing behavior of rigid pile composite foundation are analyzed.
Key concepts: Cushion, Pile, Geotechnical engineering, Foundation (evidence), Composite number, Modulus, Bearing (navigation), Structural engineering