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A modified method to measure geostress of rock mass

机译:一种改进的岩体地应力测量方法

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摘要

High geostress with some geological disasters induced, such as rockburst and large deformation. ln-situ stress measurement is an important factor for the forecast of rock disasters. The rockmass geostress is determined according to Kaiser effect of the rock. This method is applied widely in rockmass engineering. In this paper, the authors found out the principal direction of initial stress with the method of focal mechanism solution and measured the in-situ stress by acoustic emission Kaiser effect test in laboratory. The focal mechanism solution combined with Kaiser effect can overcome the shortcoming of Kaiser effect by oriented rock core. Testing study is made on the rock core of Da xiang ling Niba mountain tunnel with 10kin length and 1650m depth of burial. Results of Kaiser effect combined with the method of focal mechanism solution and conclusion by hydraulic fracturing method are basically coincident. It shows that the method is feasible, more simple ,economical and convenient for measuring.
机译:高地应力,诱发一些地质灾害,例如岩爆和大变形。现场应力测量是预测岩石灾害的重要因素。岩石质量地应力是根据岩石的Kaiser效应确定的。该方法在岩体工程中得到了广泛的应用。本文采用震源机制解的方法找出了初始应力的主要方向,并在实验室通过声发射Kaiser效应试验测量了原位应力。结合凯撒效应的震源机制解决方案可以克服定向岩心的凯撒效应的缺点。对大香岭尼巴山隧道岩心进行了试验研究,该隧道长10千金,埋藏深度1650 m。 Kaiser效应的结果与震源机制解方法的结合和水力压裂法的结论基本上是一致的。结果表明,该方法可行,简便,经济,测量方便。

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