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巷道围岩应力及力学性质的套筒致裂试验研究 被引量:9

SURROUNDING ROCK STRESSES MEASUREMENT BY SLEEVE FRACTURING
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摘要 本文介绍了用套筒致裂量测岩体应力及力学性质的方法及量测结果。研究结果表明,岩体的基本参数——主应力的大小和方向、岩体的弹性和刚性,可以用成本低廉的钻孔套筒致裂装置进行量测。用套筒致裂法不仅能测出岩体在弹性阶段的变形特性,而且能测出非弹性阶段的特性,从而可为矿山应力监控方法提供可靠的数据基础。 Methods and results of measuring surrounding rock stresses andbehaviour are presented in this paper. It is found that these papameters can be measured in situ by a simple and practical technique with nonsophistieated and inexpensive instruments.Specifically, a drillhole dilation technique employing a hydraulic borehole device was used to determine both pre-mining ground pressure and the modulus of rigidity.These devices enable in situ measurement not only of elastic, but also post-elastic, yielding, and failure condition of rock masses, so as to benefit the establishishment of the stress control method on a scientific foundation.
机构地区 淮南矿业学院
出处 《岩石力学与工程学报》 EI CAS CSCD 1992年第2期200-208,共9页 Chinese Journal of Rock Mechanics and Engineering
关键词 套筒致裂 巷道 围岩 应力 力学性质 sleeve fracturing, rockmass measurement, deformation behaviour of rockmasses
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参考文献1

  • 1孙建中,水文地质工程地质,1989年,4卷,16页

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