首页> 外国专利> Method for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica surrounding a hole drilled, method for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica around a range of depth Of a borehole drilled.And system for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica surrounding a hole drilled.

Method for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica surrounding a hole drilled, method for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica around a range of depth Of a borehole drilled.And system for determination of a state of voltage of deformau00c7u00c3o rock formation in situ of geolu00d3gica surrounding a hole drilled.

机译:确定围绕钻孔的地质/岩石原位的变形电压的状态的方法,确定地质地质/岩石周围原位的变形电压的状态的方法用于确定围绕钻孔的地层中的地层的变形电压的状态的系统。

摘要

Determination of in-situ rock yield stress state of a geological formation surrounding a borehole includes determining a profile for each of an axial effective, a radial effective, and a hoop effective stress within at least one axial plane containing a borehole axis. A predicted radial shear response radial profile is calculated from the effective stresses within the at least one axial plane. A measurement-based estimate of a shear response radial profile within the at least one axial plane is determined from measured data. A maximum radial distance at which a difference between the predicted and measurement-based shear response radial profiles is identified within the at least one axial plane as being greater than a difference threshold. The respective axial, radial, and hoop stresses, are determined at the identified maximum radial distance. The identified stresses are indicative of an in-situ yield stress state of the rock.
机译:确定围绕井眼的地质构造的原位岩石屈服应力状态的步骤包括确定在包含井眼轴线的至少一个轴向平面内的轴向有效应力,径向有效应力和环向有效应力中的每一个的分布。根据至少一个轴向平面内的有效应力来计算预测的径向剪切响应径向轮廓。由测量数据确定在至少一个轴向平面内的基于剪切的径向轮廓的基于测量的估计。在至少一个轴向平面内,在预测的和基于测量的剪切响应径向轮廓之间的差异所确定的最大径向距离大于差异阈值。在确定的最大径向距离处确定相应的轴向,径向和环向应力。所识别的应力指示了岩石的原位屈服应力状态。

著录项

  • 公开/公告号BRPI0807875A2

    专利类型

  • 公开/公告日2014-06-17

    原文格式PDF

  • 申请/专利权人 PRAD RESEARCH AND DEVELOPMENT LIMITED;

    申请/专利号BR2008PI07875

  • 发明设计人 BIKASH K. SINHA;

    申请日2008-09-26

  • 分类号E21B49;G01V1/50;

  • 国家 BR

  • 入库时间 2022-08-21 15:58:32

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

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