摘要
本文通过对深部巷道围岩控制系统特性的分析，提出深部巷道围岩与支护系统是一个可控的工程控制系统，它可以通过改善围岩特性参数、支护参数等达到改变围岩稳定性效果的目的，同时，监测围岩变形，利用其系统的反馈信息可确定适时控制的方法。文中应用控制论的理论和方法，建立了围岩与支护相互作用的控制模型，并从控制论观点出发，探讨了深部围岩控制的基本途径。
By the analysis of characteristics of surrounding rock control system of deep roadways, the paper put forward the surrounding rock supporting system of deep roadways is a controllable engineering one. The system may change the stability of surrounding rock by changing the parameters of surrounding rock properties and supporting. At the same time, by monitoring the deformation of surrounding rock and using the feedbackinformation, the control method may be determined. Using the theories and methods of control theory, the paper established themonitoring model of interaction between surrounding rock and support.And from the point of view of control theory, the paper discussed the basic way of surrounding rock control of deep roadways.
出处
《矿山压力与顶板管理》
1996年第2期54-57,共4页
Ground Pressure and Strata Control
