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Hydraulic fracturing to determine the regional in situ stress field, Piceance Basin, Colorado

机译:水力压裂法确定区域原位应力场,皮肯斯盆地,科罗拉多州

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摘要

Several authors have discussed the theoretical aspects of using the techniques of hydraulic fracturing to determine the state of stress within the Earth. Few, however, have attempted systematic hydraulic fracturing for the specific purpose of determining the regional stress field. Using specially designed equipment, the state of stress was determined on a regional scale in the Piceance Oil Shale Basin of northwest Colorado. Structurally, the area is a simple basin that has been subjected to normal faulting. Seven oil-shale, test holes scattered throughout the Piceance Basin were logged with an acoustic borehole televiewer to select unfractured solution-free intervals. Fracture-free intervals, ranging in depth from 60 to 460 m, were isolated between packers and hydraulically fractured. Induced fractures were propped with ground lucite and relogged with the televiewer to determine their strike and dip. These data, combined with pressure measurements made during the fracturing experiments, were used to compute the orientation and magnitude of the stress tensor. Field observations showed that in a tectonically relaxed area, vertical fractures can be induced at hydraulic pressures as low as 0.6 of the overburden stress. Below a depth of 120 m, the induced fractures were approximately vertical, with a prominent strike of N70°W. This orientation parallels the major normal faulting in the basin as well as one of the prominent directions of jointing. These results also agree with those obtained at Rangely, about 50 km to the northwest. Key Words: engineering geology • principal stresses • structural analysis • fractures
机译:一些作者讨论了使用 水力压裂技术确定地球内部应力状态的理论方面。但是,很少有系统地尝试进行 水力压裂以确定 区域应力场的特定目的。使用专门设计的设备,在科罗拉多州西北部的Piceance油页岩盆地的区域规模上确定了应力状态。从结构上讲,该地区是一个简单的盆地,已经经历了正常的 断裂。 七个油页岩,测试孔遍布整个Piceance 用声波远程查看器记录盆地,以选择 未破裂的无溶液间隔。在封隔器 之间将无裂缝间隔 深度在60到460 m之间,并进行了水力压裂。用地面萤石对诱发的裂缝进行支撑,并用电视重新记录以确定 的走向和倾角。这些数据与在压裂实验中进行的压力测量 相结合,可用来计算 应力张量的方向和大小。 现场观察表明在构造松弛区域中,在 低至上覆应力的0.6的液压压力下,可能会引起 垂直裂缝。在深度小于120 m时, 引起的裂缝近似垂直,走向为N70°W。该方向与盆地中的主要法线 断裂以及节理的主要方向 之一平行。这些结果也与在距西北约50 km的 Rangely上获得的结果一致。 关键词:工程地质学•主应力•结构分析•裂缝

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  • 来源
    《GSA Bulletin》 |1976年第2期|250-258|共9页
  • 作者单位

    U.S. Geological Survey, National Center, Reston, Virginia 22092;

    U.S. Geological Survey, National Center, Reston, Virginia 22092;

    U.S. Geological Survey, Denver, Colorado 80225;

    U.S. Geological Survey, Denver, Colorado 80225;

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  • 正文语种 eng
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