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Correlation between the stability of surrounding rocks and ratio of rock breakdown pressure to geostress

机译:围岩稳定性与岩石破裂压力与地应力比的相关性

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To analysis the correlation between the ratio of breakdown pressure (Pb) to horizontal minimum compression stress (Sh) and stability of surrounding rocks. Attempt to use the ratio to estimate the stability of surrounding rocks. The elementary results indicate: the higher the ratio, the more stable the wall rock. When Pb/Sh ≥1.8,the stability of surrounding rocks was well. When Pb/Sh ≤1.50, hard rock is potential to happen rock burst, soft rock is easy to convergent distort. When 1.8 >Pb/Sh >1.50, the wall rock was in the critical condition of distortion. On the basic theory of hydraulic fracturing stress measurement, the definition of breakdown pressure (Pb) and instantaneous shut-in pressure (Ps) is explicit. The value is correctable, reliable and easy to acquire. The ratio reflects the effect of stress, intensity of tension resistance to stability of surrounding rocks. The method based on measurement of in-situ rock stresses and engineering information feedback, the stability of surrounding rocks is estimated in the engineering survey or preliminary design stage. All those may provide the basis data for the projects design and construction.
机译:分析击穿压力(Pb)与水平最小压缩应力(Sh)之比与围岩稳定性之间的关系。尝试使用该比率估算围岩的稳定性。基本结果表明:比率越高,围岩越稳定。当Pb / Sh≥1.8时,围岩稳定性良好。当Pb / Sh≤1.50时,硬岩有可能发生爆裂,而软岩则易于收敛变形。当1.8> Pb / Sh> 1.50时,围岩处于变形的临界状态。根据水力压裂应力测量的基本理论,明确定义了击穿压力(Pb)和瞬时关闭压力(Ps)。该值是可校正的,可靠的并且易于获取。该比率反映了应力,抗张强度对围岩稳定性的影响。该方法基于现场岩石应力的测量和工程信息反馈,在工程勘察或初步设计阶段估算围岩的稳定性。所有这些都可以为项目设计和施工提供基础数据。

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