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《Geological Science and Technology Information》 2003-01
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LIU Gui ying 1,WANG Yu xing 2,CHENG Jian ping 1 LI Peng 1,LI Xue dong 1 (1.China University of Geosciences,Wuhan Hubei 430074,China; 2.No.3 Company of No.12 Bureau,Chinese Railway Ministry,Taiyuan Shanxi 030024,China)  
The elastic plastic FEM model and rational calculation parameter were used to simulate and analyse the stress and displacement in the wall rock mass during different working stages of the double arch tunnel in this paper.The stress and displacement law of the supporting structure achieved and some beneficial results gained could offer the optimized working procedure to some double arch tunnel to direct working.Hence,great economic benefit could be attained.
【Fund】: 湖北省交通科研项目“高速公路复杂地层双联拱隧道施工控制工艺研究与应用”
【CateGory Index】: U451
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