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- W2376071321 abstract "Based on the comprehensive comparison of various methods of ground treatment and pile foundation,the CFG pile composite foundation in the reinforced backfill soil with dynamic compaction was selected in a new urban district building.The geometric parameters of CFG piles as well as the bearing capacity of single CFG pile and composite foundation were determined by theoretical analysis and calculation.With the preliminarily determined parameters,the experimental construction was performed on site.In addition,the changing laws of pile-soil stress ratio as well as the bearing capacity of single CFG pile and composite foundation were measured.The field test showed that the measured indexes were larger than their theoretical values,and the preliminarily determined parameters were adequate to the design requirements." @default.
- W2376071321 created "2016-06-24" @default.
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- W2376071321 date "2008-01-01" @default.
- W2376071321 modified "2023-09-23" @default.
- W2376071321 title "Analysis on Field Test Results of CFG Pile Composite Foundation in the Reinforced Backfill Soil with Dynamic Compaction" @default.
- W2376071321 hasPublicationYear "2008" @default.
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