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屯1井差应变分析法地应力测量

IN-SITU STRESS MEASUREMENT BY DIFFERENTIAL STRAIN ANALYSIS METHOD IN THE WELL TUN-1

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【作者】 白金朋彭华郑哲夏刘崇马秀敏姜景捷李振

【Author】 BAI Jin-peng1,2,3,PENG Hua1,2,3,ZHENG Zhe-xia4,LIU Chong5,MA Xiu-min1,2,3,JIANG Jing-jie1,2,3,LI Zhen1,2,3(1.Institute of Geomechanics,Chinese Academy of Geological Sciences,Beijing 100081,China;2.Key Lab of Neotectonic Movement and Geohazards,Ministry of Land and Resources,Beijing 100081,China;3.In-situ Stress Measurement and Monitoring Key Laboratory,Chinese Academy of Geological Sciences,Beijing 100081,China;4.Energy Resources College,China University of Geosciences,Beijing 100083,China;5.Engineering and Technology Research Institute,Sinopec Henan Oilfield Branch Company,Nanyang 473132,China)

【机构】 中国地质科学院地质力学研究所国土资源部新构造运动与地质灾害重点实验室中国地质科学院地应力测量与监测重点实验室中国地质大学能源学院中国石化河南油田分公司工程技术研究院

【摘要】 介绍了差应变分析法(DSA)原地应力测量技术原理,并采用此法对河南省洛阳—伊川盆地屯1井岩样进行了测试,结果显示该井1153.4~1167.8 m处最大水平主应力为北西向(141°—157°),与钻孔崩落椭圆长轴方位统计得到的最大水平主应力方向一致;最大水平应力数值小于铅直应力,属于正断层应力状态;主应力随深度线性增大。对该区域注采井网布局给出了建议,即本区注采井网布设应避免与141°—157°方向平行。

【Abstract】 The principle method of the Differential Strain Analysis technique is briefly recommended.We tested the rock samples taken from the Well Tun-1 which was located in Luoyang-Yichuan basin in Henan Province.The results shows that the maximum horizontal principal stress is NW orientation(141°—157°) in the well of 1153.4~1167.8 m,which is consistent with the maximum horizontal principal stress orientation of the drill collapsing ellipse macro axis.Its value is less than vertical stress,and belongs to normal fault stress.The principal stress increases with depth linearity.Advice for the injection-production well pattern in this area is given,that is the pattern shall not parallel to 141°—157° orientation.

【基金】 国家海洋地质保障工程项目(GZH201200504)
  • 【文献出处】 地质力学学报 ,Journal of Geomechanics , 编辑部邮箱 ,2013年02期
  • 【分类号】TD311
  • 【被引频次】1
  • 【下载频次】137
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