WANG Run-sheng, KANG Zhi-qiang, ZHOU Rui-long, et al. Simulation Research of Bolt Supporting of Physical Tunnel in Tectonic Stress Field Based on ANSYS[J]. Industry and Mine Automation, 2010, 36(1): 32-36.
Citation: WANG Run-sheng, KANG Zhi-qiang, ZHOU Rui-long, et al. Simulation Research of Bolt Supporting of Physical Tunnel in Tectonic Stress Field Based on ANSYS[J]. Industry and Mine Automation, 2010, 36(1): 32-36.

Simulation Research of Bolt Supporting of Physical Tunnel in Tectonic Stress Field Based on ANSYS

  • A software for aided designing bolt of tunnel named ANSYSBOLT was designed on the basis of ANSYS finite element software. In the software environment, bolt supporting model of physical tunnel in tectonic stress field was structured according to physical parameters of coal and rock seam of some working face, and in conditions of different buried depth, bolt supporting structure and pre-tightening force, distributions of stress of surrounding rock of physical tunnel and its displacement were analyzed and calculated by ANSYSBOLT software. Then influence of different buried depth, bolt supporting structure and pre-tightening force on stability of roof and floor of tunnel was analyzed and finally feasible scheme of bolt supporting was gotten according to the analysis result. The field test result showed the above method is feasible and reliable.

     

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