巷道围岩控制的波动性平衡理论

The Theory of Fluctuant Equilibrium of Interaction Between Surrounding Rock and Support of Roadway

运用岩石力学的基本理论分析了巷道围岩的变形、强度特征以及支护力作用下围岩各变形区的应力分布特征 ,首次提出了涵盖巷道围岩 -支护相互作用全过程的波动性平衡理论 。

Based on the theory,the author analyses results about the deformation and strength of the roadway surrounding rock and the pressure distribution in it.Fluctuant equilibrium theory of interaction between surrounding rock and support of roadway has been put forward creatively. The theory of fluctuant equilibrium makes the controlling theory of roadway surrounding rock perfectly, and it will be one of the most important base theory of roadway support.