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Process Analysis of In-situ Strain during the M_s8.0 Wenchuan Earthquake—Data from the Stress Monitoring Station at Shandan 被引量:3
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作者 PENG Hua MA Xiumin JIANG Jingjie 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2009年第4期754-766,共13页
There were huge life and property losses during the Ms8.0 Wenchuan earthquake on May 12, 2008. Strain fluctuation curves were completely recorded at stress observatory stations in the Qinghai-Tibet plateau and its sur... There were huge life and property losses during the Ms8.0 Wenchuan earthquake on May 12, 2008. Strain fluctuation curves were completely recorded at stress observatory stations in the Qinghai-Tibet plateau and its surroundings in the process of the earthquake. This paper introduces the geological background of the Wenchuan earthquake and the profile of in-situ stress monitoring stations. In particular, data of 174 earthquakes (Ms4.0-Ms8.5) were processed and analyzed with various methods, which were recorded at the Shandan station from August 2007 to December 2008. The results were compared with other seismic data, and further analyses were done for the recoded strain seismic waves, co-seismic strain stepovers, pre-earthquake strain valleys, Earth's free oscillations before and after the earthquake and their physical implications. During the Wenchuan earthquake, the strainmeter recorded a huge extensional strain of 70 seconds, which shows that the Wenchuan earthquake is a rupture process predominated by thrusting. Significant precursory strain anomalies were detected 48 hours, 30 hours, 8 hours and 37 minutes before the earthquake. The anomalies are very high and their forms are very similar to that of the main shock. Similar anomalies can also be found in strain curves of other shocks greater than Ms7.0, indicating that such anomalies are prevalent before a great earthquake. In this paper, it is shown that medium aftershocks (Ms5.5- 6.0) can also cause Earth's free oscillations. Study of free oscillations is of great significance to understand the internal structure of the Earth and focal mechanisms of earthquakes and to recognize slow shocks, thus providing a scientific basis for the prevention and treatment of geological disasters and the prediction of future earthquakes. 展开更多
关键词 Wenchuan earthquake volume strainmeter earth's free oscillation in-situ stress
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Measurement and study of the distributing law of in-situ stresses in rock mass at great depth 被引量:4
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作者 Zhuoying Tan Meifeng Cai 《Journal of University of Science and Technology Beijing》 CSCD 2006年第3期207-212,共6页
To solve the technical cruxes of the conventional system in deep rock mass, an automatic testing system for hydraulic fracturing that includes a single tube for hydraulic loop, a pressure-relief valve, central-tubeles... To solve the technical cruxes of the conventional system in deep rock mass, an automatic testing system for hydraulic fracturing that includes a single tube for hydraulic loop, a pressure-relief valve, central-tubeless packers, and a multichannel real-time data acquisition system was used for in-situ stresses measurement at great depths (over 1000 m) in a coalfield in Juye of Northern China. The values and orientations of horizontal principal stresses were determined by the new system. The virgin stress field and its distributing law were decided by the linear regression from the logged 37 points in seven boreholes. Besides, the typical boreholes arranged in both the adjacent zone and far away zone of the faults were analyzed, respectively. The results show that a stress concentration phenomenon and a deflection in the orientation of the maximal horizontal stress exist in the adjacent zone of the faults, which further provides theoretical basis for design and optimization of mining. 展开更多
关键词 rock mass at great depth earth stress hydraulic fracturing in-situ stress distribution
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煤层地应力及破裂压力解释技术 被引量:6
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作者 杜国峰 郭大立 +2 位作者 薛玲 李斌斌 贺建 《大庆石油地质与开发》 CAS CSCD 北大核心 2014年第6期171-174,共4页
地应力影响煤储层渗透性并控制煤储层压裂裂缝分布,破裂压力是压裂设计和分析的主要依据,然而现有地应力及破裂压力解释技术在煤层领域的应用均存在不足.针对煤层低孔、低渗特点,分析了5种常见计算地应力经典模型,认为黄氏模型经过优化... 地应力影响煤储层渗透性并控制煤储层压裂裂缝分布,破裂压力是压裂设计和分析的主要依据,然而现有地应力及破裂压力解释技术在煤层领域的应用均存在不足.针对煤层低孔、低渗特点,分析了5种常见计算地应力经典模型,认为黄氏模型经过优化后更适合计算煤层应力,并得到实例应用证明;利用矩阵求解矛盾方程组的方法,优化了破裂压力预测模型,优化模型的预测准确率较原始模型提升了25.5%.为今后煤层应力解释及破裂压力预测提供了方法和依据. 展开更多
关键词 压裂气井 合理试气压差 优化模型 应力敏感 闭合应力
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库车坳陷克深三维区现今地应力场及储层裂缝数值模拟 被引量:7
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作者 雷刚林 戴俊生 +3 位作者 马玉杰 王珂 杨宪彰 李青 《大庆石油地质与开发》 CAS CSCD 北大核心 2015年第1期18-23,共6页
利用ANSYS有限元分析软件,在建立力学模型的基础上,以井点现今地应力值为约束,进行了克深三维区现今地应力场的数值模拟,建立了地应力与储层构造裂缝参数的定量关系模型,并结合古今应力场对储层构造裂缝参数进行了定量预测。数值模拟结... 利用ANSYS有限元分析软件,在建立力学模型的基础上,以井点现今地应力值为约束,进行了克深三维区现今地应力场的数值模拟,建立了地应力与储层构造裂缝参数的定量关系模型,并结合古今应力场对储层构造裂缝参数进行了定量预测。数值模拟结果表明:构造高部位、断层带是地应力的低值区和裂缝的发育区;随深度增加,现今地应力值逐渐增大,而储层裂缝发育程度逐渐降低;现今地应力场和储层裂缝参数的数值模拟结果与测井解释结果基本吻合,能够反映现今地应力场及储层裂缝分布规律。 展开更多
关键词 库车坳陷 克深三维区 现今地应力场 储层裂缝 数值模拟 力学模型
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由非完整压裂曲线解释地应力的方法
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作者 赵海峰 石俊 +2 位作者 任鹏 车航 刘国华 《大庆石油地质与开发》 CAS CSCD 北大核心 2015年第3期87-90,共4页
水力压裂的地破试验是测量深部原位地应力的有效方法,从完整地破试验曲线可以解释出地应力,但现场地破试验大多得到非完整地破试验曲线,无法从中解释出地应力。利用弹性力学方法,提出了裂缝扩展压力与两个水平主应力的关系,结合裂缝起... 水力压裂的地破试验是测量深部原位地应力的有效方法,从完整地破试验曲线可以解释出地应力,但现场地破试验大多得到非完整地破试验曲线,无法从中解释出地应力。利用弹性力学方法,提出了裂缝扩展压力与两个水平主应力的关系,结合裂缝起裂压力与两个水平主应力的关系进行地应力解释。琼002井4 340 m处地应力解释结果表明:由非完整压裂曲线解释地应力方法与传统解释方法得到的最大地应力相差0.53%,最小地应力相差0.15%。由非完整压裂曲线解释地应力的方法具有可靠性与准确性。 展开更多
关键词 岩石力学 水力压裂 地应力 裂缝扩展压力 裂缝起裂压力
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径向孔眼辅助压裂裂缝形态 被引量:10
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作者 李小龙 肖雯 +3 位作者 李建雄 刘耀华 张伟 郭天魁 《大庆石油地质与开发》 CAS CSCD 北大核心 2017年第2期78-84,共7页
为研究不同径向孔眼参数对裂缝形态的影响规律,基于地层流-固耦合方程,应用ABAQUS有限元软件,利用最大拉应力准则判断裂缝起裂位置并预测裂缝扩展形态,最后通过大型真三维物模实验验证数模结果。结果表明:在径向孔眼内水力加压会改变原... 为研究不同径向孔眼参数对裂缝形态的影响规律,基于地层流-固耦合方程,应用ABAQUS有限元软件,利用最大拉应力准则判断裂缝起裂位置并预测裂缝扩展形态,最后通过大型真三维物模实验验证数模结果。结果表明:在径向孔眼内水力加压会改变原始地应力分布并形成干扰应力场;裂缝面由孔眼起裂并以缝高增长的方式扩展,当缝高增长超出干扰应力场后受水平地应力差影响转向;当同一水平面孔眼数量大于4时,干扰应力场即可互相连结成新的应力场;当以x、y轴均对称方式钻孔会形成形态复杂的多裂缝。径向孔眼对压裂裂缝具有引导能力,多径向孔眼具备构造复杂多裂缝的能力,利用径向孔眼对压裂裂缝的影响特性可有效提高传统压裂技术的改造效果,提高产能。 展开更多
关键词 压裂 径向孔眼 裂缝形态 地应力 干扰应力场
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