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- W2364669079 abstract "The working mechanism of geosynthetic-reinforced and pile-supported composite grounds(GRPSCG) was analyzed,based on which, the deformation of reinforced cushion was assumed paraboloidal.With Winkler model considered,the equilibrium equations were established by examining the equilibrium of inter-pile cells and formulas for calculating the bearing capability and the stress ratio between soil and pile were deduced on the basis that settlement controls designation.Besides,the relationship between the bearing capability and the stress ratio between soil and pile and their affecting factors as pile distance,after-construction settlement and spring coefficient of soil were analyzed." @default.
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- W2364669079 date "2007-01-01" @default.
- W2364669079 modified "2023-09-24" @default.
- W2364669079 title "Research On Bearing Capability of Geosynthetic-Reinforced and Pile-Supported Composite Grounds and Analysis of Its Affecting Factors" @default.
- W2364669079 hasPublicationYear "2007" @default.
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