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Development and use of a high pressure packer for measuring horizontal stress using the hydraulic fracturing method

机译:利用水力压裂法测量水平应力的高压封隔器的开发和使用

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Research conducted by the National Institute for Occupational Safety and Health (NIOSH) has shown that knowledge of the direction and magnitude of the in situ horizontal stress can be critical to the success of many underground mining operations. One technique employed by NIOSH for determining in situ stress has been hydraulic fracturing from boreholes drilled in mine. However, in some cases the combined rock strength and stress magnitude have been too high to allow successful stress determination using available hydraulic fracturing equipment. NIOSH developed high pressure straddle and impression packers capable of operating at pressures up to 103 MPa in a 51 mm diameter borehole. The high pressure hydraulic fracturing system was used to measure horizontal and vertical stresses in a western Pennsylvania limestone mine with a high incidence of stress related roof failures. Breakdown pressures ranged from 43.9 to 95.7 MPa and in two cases the rock could not be broken down even at the maximum system pressure, 103 MPa. The estimated ranges for the maximum horizontal principal stresses were 27.2 to 65.9 MPa. The measured vertical stress was 3.8 MPa. The calculated K ratio was between 7 and 17. The stress directions, determined from the crack directions in roof and floor holes, were N76°E and N66°E, respectively. Because of the high breakdown pressures required to initiate the fractures, neither of the horizontal stress measurements could have been made with any other existing hydraulic fracturing equipment. The author believes the packers represent a significant improvement in the state of the art of in situ stress measurement under near mine conditions.
机译:美国国家职业安全与健康研究所(NIOSH)进行的研究表明,对原位水平应力的方向和大小的了解对于许多地下采矿作业的成功至关重要。 NIOSH用于确定原位应力的一种技术是对矿井中的钻孔进行水力压裂。但是,在某些情况下,组合的岩石强度和应力大小过高,无法使用可用的水力压裂设备成功确定应力。 NIOSH开发了高压跨式和压模式封隔器,能够在直径为51 mm的井眼中以高达103 MPa的压力运行。高压水力压裂系统用于测量宾夕法尼亚州西部石灰岩矿山中的水平应力和垂直应力,其中应力相关的顶板故障发生率很高。击穿压力范围为43.9至95.7 MPa,在两种情况下,即使在最大系统压力103 MPa下,岩石也无法击穿。最大水平主应力的估计范围为27.2至65.9 MPa。测得的垂直应力为3.8 MPa。计算出的K比在7到17之间。从屋顶和地板孔中的裂缝方向确定的应力方向分别为N76°E和N66°E。由于引发裂缝所需的高击穿压力,因此无法使用任何其他现有的水力压裂设备进行水平应力测量。作者认为,封隔器代表了在近矿山条件下进行现场应力测量的最新技术水平。

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