高应力回采巷道围岩破裂机理及控制研究

SURROUNDING-ROCK RUPTURE MECHANISM AND CONTROL OF EXTRACTION ROADWAY IN HIGH STRESS AREA

  • 摘要: 为了研究巷道围岩破裂的危险性与工程地质的相关性, 借助弹塑性力学的复变函数方法求解了巷道围岩的应力函数, 然后深入研究了高应力回采巷道围岩破裂机理,提出以危险函数来评价巷道围岩破裂的危险性和确定巷道破裂时的滑移面分布特征的方法,得到回采巷道的实用控制技术, 此法具有使用性广、计算简便的优点.

     

    Abstract: To study the relation between therupture risk degree of the surrounding-rock and the engineering geologicalcondition, the stress function of the roadway surrounding rock isobtained byusing the complex function theory of elastic-plastic mechanics in this paper,then the rupture mechanism of the high stress roadway is studied. Itis shown that the risk degree of the surrounding-rock and the slipdistribution when the roadway bursts can be determined by a function ofdanger, which is a practical control technology of the extractionroadway with advantages of being used widely and calculated simply.

     

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