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Post-Peak Failure Modulus in Problems of Mining Geo-Mechanics

机译:采矿力学问题中的峰后破坏模量

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This paper presents one of the geo-mechanical parameters - post-peak failure modulus. It is a parameter of great importance in solving various problems of mining geo-mechanics at the current level of experimental knowledge. Post-peak failure modulus is obtained through examining rock samples which are loaded in a stiff servo-controlled testing machine. Construction of the machine and its parameters enable obtaining stress-strain characteristics the total strain range of thetock which occurs as a result of increasing load until it reaches the level of residual stress. The most important application of post-peak failure modulus in mining geo-mechanics is using it in estimating the destruction of rocks and rock mass, forecasting rock mass proneness to rock bursts and estimating rock burst hazard, determining the optimum pace of advance for mining activities considering induced seismicity and rock mass proneness to rock bursts, dimensioning pillars in room-and-pillar systems and determining failure zones around workings of various shapes.
机译:本文介绍了一种地质力学参数-峰后破坏模量。在目前的实验知识水平上,这是解决采矿地质力学各种问题的重要参数。峰后破坏模量是通过检查岩石样品获得的,这些岩石样品装在刚性伺服控制的测试机中。机器的构造及其参数使得能够获得应力应变特性,即在增加载荷直到达到残余应力水平之前,由于冲击而产生的总应变范围。峰后破坏模量在采矿地质力学中最重要的应用是将其用于估算岩石和岩体的破坏,预测岩体易发生岩爆的可能性并估算岩爆的危险性,从而确定采矿活动的最佳推进速度考虑诱发地震和岩体易发生岩爆的情况,确定房柱系统中支柱的尺寸,并确定各种形状的工作周围的破坏区域。

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