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Experimental Analysis of Construction Time Space Effect for Large Span and Flat Multi Arch Tunnel
引用本文:WU Meng jun,ZHANG Yong xing,JIANG Shu ping,LIU Xin rong and LI Xin tong.Experimental Analysis of Construction Time Space Effect for Large Span and Flat Multi Arch Tunnel[J].保鲜与加工,2009(5):54-58.
作者姓名:WU Meng jun  ZHANG Yong xing  JIANG Shu ping  LIU Xin rong and LI Xin tong
作者单位:College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China; Chongqing Communications Research & Design Institute, Chongqing 400067, P. R. China;;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;;Chongqing Communications Research & Design Institute, Chongqing 400067, P. R. China;;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;;Zhaoqing Guanghe Expressway CO.Ltd, Zhaoqing 526200, P. R. China
摘    要:For the large span and flat, together with the interaction effect of construction and disturbance of surrounding rock, the mechanical of large span and flat multi arch tunnel is very complicated, and the time space effect is different from that of two lane multi arch tunnel or separated tunnel. Adopting the “CTSSSRH”, the 3 D dynamic process of the tunnel construction was simulated. Analyzing the rule of surrounding rock displacement and stress with excavation, the time space effect of large span and flat multi arch tunnel was proposed.

关 键 词:tunneling    excavation    large  span  and  flat    multi  arch  tunnel    time  space  effect    model  experiment
收稿时间:2009/2/10 0:00:00
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