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《Shanxi Architecture》 2006-04
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Deformation analysis on cement-soil piles composite foundation

ZHANG Zhan-ying  
With the FEM, numerical analysis have been operated for the composite foundation, which was regarded as two-layer foundation. Deformation field has been studied in this thesis, comparing with that of natural foundation. And the effects of different replacement ratio and pile length on distribution of stress deformation have been analyzed.
【CateGory Index】: TU472.3
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