摘要

In order to master the effect of construction condition on stability of surrounding rock of large span open-off cut, we numerically simulated the characteristics of stress distribution and surrounding rock deformation of the open-off cut under the construction condition of oncetunneling, twice tunneling, and three-times tunneling so as to solve the problem of large span open-off cut in deep mine of Xieyi coal mine in Huainan. The result shows that 1) both the once tunneling and twice tunneling have a small floor heave and a great roof convergence, so the stress in the area surrounding open-off cut is highly concentrated, forming a large plastic area in surrounding rocks; and 2) the three-times tunneling has a small roof convergence and a small plastic area in surrounding rocks, so it is favorable for the stability of surrounding rocks. According to this excavation method in large span open-off cut (8.4 m) of 511C(3) working face, the support system of high strength bolt and anchor was used to maintain the stability of open-off cut, making the roadway deformation be controlled within the allowable range and the structure of bolt-net supporting system reliable.

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