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一种研究山前挤压构造区地应力的新方法
引用本文:李军,张超谟,王忠文,肖承文,李进福.一种研究山前挤压构造区地应力的新方法[J].地球学报,2004,25(1):89-94.
作者姓名:李军  张超谟  王忠文  肖承文  李进福
作者单位:成都理工大学能源学院,四川成都,610059; 江汉石油学院地球物理系,湖北荆州,434102;江汉石油学院地球物理系,湖北荆州,434102;石油大学地球科学系,北京,102200;塔里木油田公司研究院,新疆库尔勒,841000;塔里木油田公司研究院,新疆库尔勒,841000
基金项目:国家科技攻关项目专题“塔里木库车山前构造油气藏测井地应力分析”(99111010102)
摘    要:通过对稳定沉降地区与山前挤压构造区的地球物理测井信息的深度域特征进行理论分析和对比,提出了一种基于测井信息计算最大主地应力的统计模型法。应用该方法对塔里木盆地库车地区地应力进行了实际计算,其结果与实验结果相符,同时利用椭圆井眼法确定最大主应力方向。最后,对山前挤压构造区的地应力分布与油气藏分布关系进行了探索。

关 键 词:地球物理测井  地应力  新方法  挤压构造  山前地区

A New Method for Studying Ground Stress in the Structural Compressive Area of a Foreland
LI Jun,ZHANG Chao-mo,WANG Zhong-wen,XIAO Cheng-wen and LI Jin-fu.A New Method for Studying Ground Stress in the Structural Compressive Area of a Foreland[J].Acta Geoscientia Sinica,2004,25(1):89-94.
Authors:LI Jun  ZHANG Chao-mo  WANG Zhong-wen  XIAO Cheng-wen and LI Jin-fu
Institution:Chengdu University of Technology, Chengdu, Sichuan, 610059; Jianghan Petroleum Institute, Jingzhou, Hubei, 434102;Jianghan Petroleum Institute, Jingzhou, Hubei, 434102;Petroleum University of China, Beijing, 102200;Tarim Petroleum Exploration & Development Company, Korla, Xinjiang, 841000;Tarim Petroleum Exploration & Development Company, Korla, Xinjiang, 841000
Abstract:Through a comparison between distribution characteristics of logging data in the structural stable field and those in the structural compressive field, the authors put forward a new method for determining maximum horizontal in situ stress based on statistical analysis of resistivity and acoustic slowness time. The method and the model were used to calculate in situ stress in the Kuche oil field of Tarim basin. The calculated stress coincides with the result of the acoustic emission experiment. The azimuth of the maximum compressive horizontal principal stress was also obtained by using enlarged well bore breakouts in the area. The research shows an intimate relationship between the stress distribution and the distribution of petroleum pools in the area.
Keywords:geophysical logging  ground stress  new method  compressive structure  foreland area
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