Floor stress evolution laws and its effect on stability of floor roadway

来源 :International Journal of Mining Science and Technology | 被引量 : 0次 | 上传用户:tonnyliu2042
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According to the distribution of abutment stress in a stope,this research established the mechanical model of mining abutment pressure transmission in floor base on the theory of semi-infnite plate body in elasticity.This study takes the 762 working face of Haizi Coal Mine as a case in point,and analyzed the dynamic evolution law of seam floor stress during the mining process.With an organic combination of the mining floor stress and surrounding rock stress,the study obtained the change laws of the maximum principle stress and the minimum one for the floor roadway surrounding rock when mining the upper working face.Considering the non-constant pressure force state and the cracks revolution mechanisms of floor roadway surrounding rock,the research built the mechanical model of roadway stress.Simulation results verify the reliability of the above conclusions.Moreover,this model could provide the theoretical basis and technical support for controlling floor roadway surrounding rock. According to the distribution of abutment stress in a stope, this research established the mechanical model of mining abutment pressure transmission in floor base on the theory of semi-infnite plate body in elasticity. This study takes the 762 working face of Haizi Coal Mine as a case in point, and analyzed the dynamic evolution law of seam floor stress during the mining process. With an organic combination of the mining floor stress and surrounding rock stress, the study obtained the change laws of the maximum principle stress and the minimum one for the floor roadway surrounding rock when mining the upper working face. Cavalry the non-constant pressure force state and the cracks revolution mechanisms of floor roadway surrounding rock, the research built the mechanical model of roadway stress. Simulation results verify the reliability of the above conclusions. Moreover, this model could provide the theoretical basis and technical support for controlling floor roadway surrounding rock.
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