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- W2377768662 abstract "By adopting the calculating analysis method of elastic-plastic three-dimensional FEM numeric simulation, this paper makes a simulation analysis on the structure stability of the shallow cover and unsymmetrically loaded parts in Tongyoushan tunnel, mainly simulates the effects caused by different construction orders on surroundings and supporting structure stability, and it centers on the analysis on the weak part, the midwall in the lining of the connecting-arch tunnel. The result shows that on matter which construction order is adopted, the midwall will always slant to the side of shallower depth of cover. However, when the side of deeper depth of cover is first dug, the received strength and gradient on the midwall will be both smaller, which is superior to the usual construction order with the side of shallower depth of cover dug first. The calculating result also gives some reference to the similar tunnel construction." @default.
- W2377768662 created "2016-06-24" @default.
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- W2377768662 date "2004-01-01" @default.
- W2377768662 modified "2023-09-28" @default.
- W2377768662 title "Analysis on the Structure Stability of the Unsymmetrically Loaded and Connecting-arch Tunnel Caused by Different Construction Orders" @default.
- W2377768662 hasPublicationYear "2004" @default.
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