›› 2016, Vol. 37 ›› Issue (5): 1-1.doi: 10.7657/XJPG20160516

• 论文 •    

应用约束分析法建立地应力模型

杨明合1,张杨1,杨虎2,文乾彬2,石建刚2,陈伟峰2   

  1. (1. 长江大学 油气钻井技术国家工程实验室,武汉 430100;2.中国石油 新疆油田分公司 工程技术研究院,新疆 克拉玛依 834000)
  • 出版日期:2019-01-01 发布日期:1905-07-16

Application of Constraint Analysis Method to Establishing In-Situ Stress Model

YANG Minghe1ZHANG Yang1YANG Hu2WEN Qianbin2SHI Jiangang2CHEN Weifeng2   

  1. (1.National Engineering Laboratory of Drilling Technologies, Yangtze UniversityWuhanHubei 430100China 2.Research Institute of Engineering Technology, Xinjiang Oilfield CompanyPetroChina, KaramayXinjiang 834000China)
  • Online:2019-01-01 Published:1905-07-16

摘要: 现今地应力模型的准确建立,是油气勘探开发的重要基础。应用约束分析法建立现今地应力模型,其实质就是分析垂向主应力、最大水平主应力及最小水平主应力的约束边界,尽可能缩小边界范围,提高计算精度。依据E.M.Anderson提出的断层模式理论,可以得到地应力的4类约束边界及其对应的约束方程:地层原生断层面摩擦强度决定了最大水平主应力与最小水平主应力差的上限;地层孔隙压力给出了最小水平主应力的下限;井壁崩落宽度或钻井诱导裂缝则确定最大水平主应力上限;水力压裂试验可直接测量最小水平主应力,估算最大水平主应力;而垂向主应力可以通过密度测井曲线积分确定。实际应用表明,结合室内地应力实验分析结果,约束分析法是确定3个主应力,尤其是最大水平主应力、建立现今地应力模型的有效方法。

Abstract: The accurate establishment of in-situ stress model is an important basis for oil and gas exploration and development. The constraint analysis method is used to establish in-situ stress model, whose essence is to analyze the constraint boundaries of vertical principle stress, the max. horizontal principle stress and the min. horizontal principle stress, narrow the computing boundaries and improve computing accuracy. On the basis of the fault pattern theory proposed by E. M. Anderson, 4 types of in-situ stress boundaries and the corresponding constraint equations are obtained. The frictional strength on the original fault surface determines the upper limit of stress differences between the max. and min. horizontal principle stress; formation pore pressure can give the lower limit of the min. horizontal principle stress; the width of borehole breakout or drilling-induced fractures can be used to determine the upper limit of the max. horizontal principle stress; the min. horizontal principle stress can be measured by hydraulic fracturing tests and the max. horizontal principle stress can be estimated as well; the vertical principle stress can be gained through density logging curve integral. The actual application shows that the constraint analysis method is an effective way to establish in-situ stress model and to determine the 3 principle stresses (especially the max. horizontal principle stress) combined with the results from laboratory stress experiments

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