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- W2387118332 abstract "Aiming at the complicated hydrogeologic conditions of the north anchor huge deep foundation pit of Runyang Changjing Bridge, the retaining structure of artificially frozen soil wall is advanced. The numerical simulation of the constructing process of the huge deep foundation pit retained by the artificially frozen soil wall is carried out by using the elastoplastic finite element method. The result shows that the design of the frozen soil wall is safe and feasible with the thickness of the frozen soil wall being 5.5 m,the average temperature -12 ℃,the thickness of the lining concrete 2 m and the excavation height 2 m. The results may be a theoretical basis for engineering practice." @default.
- W2387118332 created "2016-06-24" @default.
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- W2387118332 date "2003-01-01" @default.
- W2387118332 modified "2023-09-25" @default.
- W2387118332 title "Numerical simulation of constructing the huge deep foundation pit by artificially frozen ground method" @default.
- W2387118332 hasPublicationYear "2003" @default.
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