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- W2352727266 abstract "Using the 3D finite element method,the bearing capacity behavior and load transfer mechanism of super-long pile groups under vertical loads have been analyzed.Duncan-Chang nonlinear elastic model is used to simulate the constitutive relation of soils,linear elastic model is used to simulate the constitutive relation of concrete and the Goodman model is adopted in contact plane.Some influential factors,such as the pile length L,the ratio of the pile spacing to the pile diameter Sa/d,the pile number n,pile caps and base strata have been analyzed.The action laws of super-long pile groups under vertical loads are obtained,and some references for theoretical research and engineering practice are provided." @default.
- W2352727266 created "2016-06-24" @default.
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- W2352727266 date "2006-01-01" @default.
- W2352727266 modified "2023-09-23" @default.
- W2352727266 title "FINITE ELEMENT ANALYSIS ON BEHAVIOR OF SUPER-LONG PILE GROUPS UNDER VERTICAL LOADS" @default.
- W2352727266 hasPublicationYear "2006" @default.
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