首页> 外文会议>Third International Symposium on Rock Stress (RS KUMAMOTO '03); Nov 4-6, 2003; Kumamoto, Japan >Estimation of magnitudes of three-dimensional in situ stress from core discing
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Estimation of magnitudes of three-dimensional in situ stress from core discing

机译:从岩心盘估计三维原位应力的大小

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To determine all of the components of in situ stress from core discing, both the directions and magnitudes of the principal in situ stresses must be determined for a disc of a given thickness. In this study, we analyzed the magnitude of tensile stress below an HQ core stub for 11 core lengths using stress conditions under which core discing is likely to occur. Based on the results for the central part of the core, we proposed a linear criterion for core discing, which can be applied to a core of any length. This criterion was in good agreement with an empirical formula obtained previously in laboratory experiments. By combining information on the direction of in situ stress and the linear criterion for core discing, we proposed a method for determining all of the components of in situ stress from core discing under the assumption that vertical stress is given by the overburden stress. This method was applied to discs obtained from a field where hydraulic fracturing was performed to measure horizontal stresses. The results showed that while the magnitudes of the principal horizontal stresses estimated from core discing showed a large scatter, they were similar to those determined by hydraulic fracturing.
机译:为了确定岩心盘的所有原位应力分量,必须确定给定厚度的圆盘的主要原位应力的方向和大小。在这项研究中,我们使用可能发生堆芯爆裂的应力条件,分析了HQ堆芯短节下11个堆芯长度的拉应力大小。根据岩心中央部分的结果,我们提出了一种适用于岩心盘的线性判据,该标准可应用于任何长度的岩心。该标准与先前在实验室实验中获得的经验公式非常吻合。通过结合原位应力方向信息和岩心爆破的线性准则,我们提出了一种方法,该方法在假设垂直应力由上覆应力给定的情况下,从岩心爆破确定原位应力的所有分量。该方法应用于从通过水力压裂测量水平应力的领域获得的圆盘。结果表明,虽然从岩心盘估计的主要水平应力的大小显示出较大的分散性,但它们与通过水力压裂确定的大小相似。

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