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Numerical Analysis on Stability of Rock in Sijiaotian Tunnel
引用本文:ZHOU Xiao - ping,XU Xiao - min. Numerical Analysis on Stability of Rock in Sijiaotian Tunnel[J]. 保鲜与加工, 2006, 0(1): 59-62
作者姓名:ZHOU Xiao - ping  XU Xiao - min
作者单位:College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
摘    要:The Sijiaotian Tunnel in Yunnan Dabao Highway lies in the narrow defile landscape,and the engineering geology condition is complex,with plenty of cienega.According to the actual situation of the Sijiaotian Tunnel Project in Yunnan Dabao Highway,the stability of the surrounding rock mass is studied by using a 3-D non-linear FEM.The Drucker-Prager criterion is chosen as the failure criterion of the rock.The relatively dangerous zone and the monitoring points in the tunnel are determined.The numerical results show that the Sijiaotian Tunnel is relatively stable.The conclusion has some significance for guiding the construction of similar projects.

关 键 词:Sijiaotian Tunnel  stability of the surrounding rockmass  3-D nonlinear finite element method
收稿时间:2005-08-28
修稿时间:2005-08-28

Numerical Analysis on Stability of Rock in Sijiaotian Tunnel
ZHOU Xiao - ping,XU Xiao - min. Numerical Analysis on Stability of Rock in Sijiaotian Tunnel[J]. Storage & Process, 2006, 0(1): 59-62
Authors:ZHOU Xiao - ping  XU Xiao - min
Affiliation:College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China
Abstract:The Sijiaotian Tunnel in Yunnan Dabao Highway lies in the narrow defile landscape,and the engineering geology condition is complex,with plenty of cienega.According to the actual situation of the Sijiaotian Tunnel Project in Yunnan Dabao Highway,the stability of the surrounding rock mass is studied by using a 3-D non-linear FEM.The Drucker-Prager criterion is chosen as the failure criterion of the rock.The relatively dangerous zone and the monitoring points in the tunnel are determined.The numerical results show that the Sijiaotian Tunnel is relatively stable.The conclusion has some significance for guiding the construction of similar projects.
Keywords:Sijiaotian Tunnel  stability of the surrounding rockmass  3-D nonlinear finite element method
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