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- W2393449905 abstract "A model of 6×6 piles rigid-soft-pile foundation was established to analyze coordinative working performance of composite pile foundation with the three-dimensional FEM.When the ratio of the rigid-soft -pile-number and loading level becomes, the changing rule of loading on the top of the piles and strain-stress in the foundation was researched.If the rigid-soft-piles-number ratio is constant and the piles' loading is lower than their ultimate loading capacity,under different loading levels,the rigid-soft-pile-loading ratio is nearly invariable.Under the same loading level,there is economical ratio (lower than 40 %) of the rigid-total-piles-number.When the rigid-total-pile-number ratio is lower than it,the stress in superficial layer reduces effectively with the number of rigid piles increased.And the effect of decreased-settlement is also obvious.When the rigid-total-pile-number ratio is higher than it,increased the number of rigid piles reduces the stress and strain in the foundation un-apparently." @default.
- W2393449905 created "2016-06-24" @default.
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- W2393449905 date "2006-01-01" @default.
- W2393449905 modified "2023-09-28" @default.
- W2393449905 title "Finite element analysis of rigid-soft composite pile foundation" @default.
- W2393449905 hasPublicationYear "2006" @default.
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