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- W2392881617 abstract "On the basis of model tests of indoor piles,six types of numerical tests were undertaken by following three-dimensional finite element analysis which took into consideration the nonlinear mechanical characteristics(DruckerPrager Model).It turned out that varying rigidity pile group is able to reduce the pile-soil stress ratio in terms of settlement,pile-stress ratio and pile-soil load ratio,thus reducing differential settlement.This serves as helpful reference for a theoretical analysis of working properties of varying rigidity piles." @default.
- W2392881617 created "2016-06-24" @default.
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- W2392881617 date "2008-01-01" @default.
- W2392881617 modified "2023-09-25" @default.
- W2392881617 title "Numerical Analysis of Characters of Varying Rigidity Pile Group" @default.
- W2392881617 hasPublicationYear "2008" @default.
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