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- W2373376878 abstract "Research purposes: Field tests were conducted at a CFG pile-raft structure working point of Beijing-Shanghai High-speed Railway to investigate the deformation law of reinforced zone and substratum compression and total settlement. A further evaluation was made to investigate the settlement control effect of deep foundation treatment with CFG pile-raft structure.Research conclusions: The result indicates that:( 1) The settlement of CFG pile-raft structure meets standard requirements.( 2) The substratum settlement is the main part of total settlement,which accounts for 74% of total settlement.( 3) The foundation settlement control effect of CFG pile-raft structure is better than that of CFG pile-cap-net. Under current test conditions,the ratio of the former's total settlement to the latter's is 73. 5 ~ 75%.( 4) The analysis showed that,CFG pile-raft structure can be used in preference in unballasted track on soft soil subgrade." @default.
- W2373376878 created "2016-06-24" @default.
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- W2373376878 date "2014-01-01" @default.
- W2373376878 modified "2023-09-24" @default.
- W2373376878 title "Research on Settlement Control Effect of CFG Pile-raft Structure Based on Field Test of High-speed Railway" @default.
- W2373376878 hasPublicationYear "2014" @default.
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