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- W2369320850 abstract "According to the interactio of foundation,cushion and composite foundation,we analyse the method of reducing the defferential settlem,impose eight schemes of variation rigidity composite foundation.We think the mothed of changing pile length or position is the most excellent scheme." @default.
- W2369320850 created "2016-06-24" @default.
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- W2369320850 date "2008-01-01" @default.
- W2369320850 modified "2023-09-26" @default.
- W2369320850 title "Study on control of composite foundation deformation" @default.
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