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- W2384608565 abstract "The tunnel length of the Qinling-Dabashan segment of the Three Gorges water diversion project accounts for 80% of the total length of the project line.In order to analyze possible problems of engineering geology in tunnel construction and operations,simulation calculation were performed for crustal stress redistribution of wallrocks in the tunnel with the circle-,straight-wall-top-arch-and horseshoe-shaped cross sections at different depths by using the Ansys finite element software.According to Coloumn-Navier strength criterion,the failures by shear were analyzed for wallrocks of granitic rocks and limestone,respectively.Rock bursts were predicted based on three kinds of stress distinguishing methods.The stability of surrounding rocks of the tunnel with different sections at different depths was analyzed.Preliminary suggestion is given in choice of tunnel section in the design of the water diversion project." @default.
- W2384608565 created "2016-06-24" @default.
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- W2384608565 date "2008-01-01" @default.
- W2384608565 modified "2023-09-24" @default.
- W2384608565 title "CRUSTAL STRESS MODELLING AND ENGINEERING GEOLOGY PROBLEMS OF QINLING-DABASHAN TUNNEL FOR DIVERSION PROJECT" @default.
- W2384608565 hasPublicationYear "2008" @default.
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