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INFLUENCE OF DYNAMIC DISTURBANCE ON EVOLUTION AND STABILITY OF DEEP UNDERGROUND ROCK MASS

机译:动态扰动对深层地下岩体的演化与稳定性的影响

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According to the self-organizing characteristic of rock system during evolution, synergetics is applied to investigate the evolution process by taking dynamic disturbance into account, and a generalized dynamical equation is established. And then a potential function equation is derived from analysis of rock mass structure.Furthermore, by using potential function method, we analyzed the influence of dynamic disturbance on evolution and stability of rock system. The relationship between critical point of instability and parameters of control parameter and disturbance intensity is also discussed and a formula which can be used to forecast critical point of instability is derived. Results indicated that dynamic disturbance can not only decrease the stability of rock system but also induce its instability under certain conditions. Under same static states, stability and feasibility of disturbance induced instability might increase along with increasing of fluctuation intensity.The capability of destroying rock mass for a given disturbance is also effected by the state or control parameters of rock mass.
机译:根据进化期间岩石系统的自组织特征,应用协同学通过考虑动态扰动来研究演化过程,并且建立了广义的动态方程。然后,潜在的功能方程是从岩石质量结构的分析来源的。通过使用潜在功能方法,我们分析了动态干扰对岩体系统演化和稳定性的影响。不稳定和控制参数和干扰强度的参数的临界点之间的关系进行了讨论,并推导可用于预测不稳定临界点的公式。结果表明,动态干扰不仅可以降低岩石系统的稳定性,而且还可以在某些条件下诱导其不稳定。在相同的静态状态下,扰动诱导的不稳定性的稳定性和可行性随着波动强度的增加而增加。岩体破坏给定扰动的岩体的能力也受到岩石质量的状态或控制参数的影响。

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