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- W2384114080 abstract "According to the differential settlement of pile raft foundation for high-rise building control,a new idea of variable rigidity design for balance settlement has been put forward in the latest revision of Technical Code for Building Pile Foundations JGJ94—2008.Varying pile length,diameter and spacing is one method of optimized design of pile foundation stiffness to reduce differential settlement.On the basis of 7 group of variable stiffness simulation test and finite element analysis with ANSYS 3 groups of numerical simulation test,using MATLAB for data regression analysis,we get varying rigidity pile foundation settlement calculation formula.Deduced from the physical model test similarity criterion equation,we forecast settlement of variable stiffness of high-rise pile foundation.Settlement observation results show that,the results is closer than the established standard to reality.The conclusion can provide useful reference for variable rigidity design." @default.
- W2384114080 created "2016-06-24" @default.
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- W2384114080 date "2011-01-01" @default.
- W2384114080 modified "2023-09-25" @default.
- W2384114080 title "Application of Variable Rigidity Design for Balance Settlement in Piled Raft Foundation of High-rise Buildings" @default.
- W2384114080 hasPublicationYear "2011" @default.
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