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- W2360871346 abstract "Erlang mountain tunnel is the controlling key project of Sichuan-Tibet railway. Ground stress analysis of the tunnel site area has important significance to the railway route selection and construction. This paper determined the boundary conditions and the horizontal symmetry gradient stress by engineering analogy analysis and ground stress calculation,developed numerical inversion model for deep buried scheme of Erlang mountain tunnel by combining with CAD,ANSYS and FLAC3 D,analyzed stress change and distribution characteristics along the tunnel axis. The results showed that the maximum principle stress gradually increases with the growth of the cover depth in tunnel site area,local stress state is mainly affected by geological structure,which obviously changes nearby the structural plane and lithology boundary point." @default.
- W2360871346 created "2016-06-24" @default.
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- W2360871346 date "2015-01-01" @default.
- W2360871346 modified "2023-09-24" @default.
- W2360871346 title "Back analysis of ground-stress field for Erlangshan deep buried tunnel on Sichuan-Tibet railway" @default.
- W2360871346 hasPublicationYear "2015" @default.
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