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《Chinese Journal of Rock Mechanics and Engineering》 2003-S2
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Zhao Dean,Cai Xiaolin,Chen Zhimin,Li Shuangyang (School of Civil Engineering,Lanzhou Jiaotong University, Lanzhou 730070 China)  
The influence of the side-pressure coefficient on the mechanical behaviour of tunnel linings is analysed. The analysis is based on the Austrian geotechnical software,FINAL,which considers the elasto-plastic behaviour of geomaterials,the function of bolts in tunnel and the stress release situation in tunnel excavation. The results show that the forces and displacements can vary in 15% while the side-pressure coefficient varies from 0.15 to 0.75.
【CateGory Index】: U451
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