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- W2368731878 abstract "Based on the theory of interaction of pile-soil and real measured radar data,the long-short-piles composite foundation was numerical simulated by finite element software MIDAS/GTS,in which the long-short-piles composite foundation was modeled with solid model,the friction of pile-soil and cushion-soil was simulated with contact element,and the influences of pile slenderness ratio and pile spacing on different reinforcement areas were also discussed.The results indicate that the slenderness ratio of long pile had greater effect on the deformation of reinforcement areas and substratum than short pile,vertical settlement of soil accorded with the hyperbolic model,while the vertical stress lines accorded with the half parabolic model." @default.
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- W2368731878 date "2011-01-01" @default.
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- W2368731878 title "Settlement analysis of long-short-piles composite foundation" @default.
- W2368731878 hasPublicationYear "2011" @default.
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