Determination of the crustal friction and state of stress in deep boreholes using hydrologic indicators

Shihuai Zhang , Xiaodong Ma , Mark Zoback
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引用次数: 4

Abstract

We apply binary logistic regression to correlate fracture shear-slip criticality to hydraulic conductivity using data from four deep scientific boreholes in fractured crystalline rocks. In each borehole, an optimized decision boundary is obtained by maximizing the joint probability of classifying all fractures in consideration as critical or not. All four cases feature an optimized decision boundary close to the empirical rock friction (μ ​= ​0.6), corroborating the applicability of laboratory-derived friction coefficients to faults in situ. Utilizing this statistical technique, we demonstrate that one can determine the in situ stress orientation and relative magnitude based only on whether fractures of varied orientations are hydraulically conductive, or not. The stress inversion results are consistent with independent stress measurements in each of the four case studies.

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用水文指标测定深钻孔的地壳摩擦和应力状态
我们应用二元逻辑回归,利用四个深层科学钻孔的数据,将断裂剪切滑移临界性与水力传导率相关联。在每个钻孔中,通过最大化将考虑的所有裂缝分类为关键裂缝或非关键裂缝的联合概率来获得优化决策边界。所有四种情况都具有一个接近经验岩石摩擦(μ​=​0.6),证实了实验室推导的摩擦系数对现场断层的适用性。利用这一统计技术,我们证明,只有根据不同方向的裂缝是否具有水力传导性,才能确定现场应力方向和相对大小。应力反演结果与四个案例研究中每个案例的独立应力测量结果一致。
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