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《Chinese Journal of Underground Space and Engineering》 2006-06
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Simulation Analysis on Creep Character of Large and Long Watertransfet Tunnel Surrounding

ZHU Chang-xing,RUAN Huai-ning,ZHU Zhen-de,LUO Run-lin(Institute of Geotechnical Engineering Hohai University,Nanjing 210098,China)  
In the course of study on surrounding creep character of large and long water transfer tunnel at Jingping Ⅱ hydropower,a series of shear creep laboratory work for two months on marble at Jingping Ⅱ hydropower was carried out.Using the viscous-elastic constitutive model of FLAC~(3D) software(Cvisc constitutive mode) and analyzing simulation results,after excavation of tunnel,rapid changing deformation and stress of tunnel,the surrounding rock of tunnel reaches a steady-state value sustaining 50 days and cross-section shrinks about 3.5%,which proves the hard and intact characters of marble. The deformation is not large and gradually reaches a constriction state with increasing time.
【Fund】: 国家自然科学重点基金项目(50539090)
【CateGory Index】: TV223.21
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