Finite element analysis of deformation characteristics of composite foundation with rigid-flexible piles
Guo Yin
Abstract
Guo Yin
Abstract
Composite foundation with rigid-flexible piles under strip foundation is analyzed by means of finite element method on the basis of field test.The influential factors including cushion,cap,rigid pile and flexible pile on deformation characteristics of composite foundation with rigid-flexible piles are studied systematically.The results indicate composite foundation settlement reduction along with cushion thickness reduction and module increment,cap thickness increment is advantageous to differential settlement reduction,rigid pile is main component to control settlement;flexible pile increment can reduce differential settlement.These conclusions are helpful for optimum design.
OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Composite foundation with rigid-flexible piles under strip foundation is analyzed by means of finite element method on the basis of field test.The influential factors including cushion,cap,rigid pile and flexible pile on deformation characteristics of composite foundation with rigid-flexible piles are studied systematically.The results indicate composite foundation settlement reduction along with cushion thickness reduction and module increment,cap thickness increment is advantageous to differential settlement reduction,rigid pile is main component to control settlement;flexible pile increment can reduce differential settlement.These conclusions are helpful for optimum design.
Key concepts: Cushion, Pile, Settlement (finance), Foundation (evidence), Composite number, Finite element method, Structural engineering, Geotechnical engineering