首页> 外文会议>Asia Pacific oil amp; gas conference >Prediction of minimum principal in-situ stress by comparison and verification of four methods
【24h】

Prediction of minimum principal in-situ stress by comparison and verification of four methods

机译:通过四种方法的比较和验证来预测最小主应力

获取原文
获取原文并翻译 | 示例

摘要

This paper evaluates the correlation between values of minimum principal in-situ stress derived from four different models which use data obtained from triaxial core tests or sonic logs. The first method utlilizes a normalized form of the Mohr failure envelope equationfit different lithologies. The second method utilizes sonic log data to predict Posisson's ratio which is used to calculate the minimum principal in-situ stres. The third method uses a fit to the Mohr failure envelope as a function of average rock grain size, which was obtained from detailed microscopic analyses. The fourth method uses the Mohr-Coulomb failure criterion which uses an average angle of internal friction to predict the minimum principal in situ stress. The minimum principal in situ stress values obtained from the four different methods are then compared to actual field mini-frac test data which is known to be the most accurate method to determine the minimum principal in situ stress. The cores and the mini-frac stress tests were obtained from two wells, the Gas Research Institute's (GRI's) Staged Field Experiment (SFE) #1 well through the Travis Peak Formation in the East Texas Basin, and the Department of Energy's (DOE's) Multiwell Experiment (MWX) well located west-southwest of the town of Rifle, Colorado, near the Rulison gas field.
机译:本文评估了使用四个从三轴岩心测试或声波测井获得的数据的不同模型得出的最小原位主应力值之间的相关性。第一种方法利用适合不同岩性的莫尔破坏包络方程的归一化形式。第二种方法利用声波测井数据预测波西松比,该比西森比用于计算最小的原位地应力。第三种方法是根据详细的微观分析获得的与莫尔破坏包络线的拟合作为平均岩石粒度的函数。第四种方法使用Mohr-Coulomb破坏准则,该准则使用内部摩擦的平均角度来预测最小的原位主应力。然后将通过四种不同方法获得的最小原位主应力值与实际现场微型压裂测试数据进行比较,已知该数据是确定最小原位主应力的最准确方法。岩心和微型压裂应力测试是从两口井获得的,这两口井是天然气研究所(GRI)的分阶段现场实验(SFE)#1井,穿过得克萨斯州东部盆地的特拉维斯峰地层,以及能源部(DOE)。多孔实验(MWX)井位于科罗拉多州Rifle镇西南偏西南,靠近Rulison气田。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号