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地层条件对大庆致密油岩石力学动静态参数影响的实验研究
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摘要
岩石力学性质对于钻完井设计、压裂设计及施工等均起着极为重要的影响。以大庆致密油储层为研究对象,采用高温高压岩石力学试验系统,开展不同地层条件下的岩石力学三轴实验,研究含水饱和度、孔隙压力、围压和温度这4个地层条件对于岩石动静态弹性模量及泊松比的影响。实验结果表明:含水饱和度、围压是影响静态弹性模量的主要因素,静态弹性模量随含水饱和度的增大而减小,随围压的增大而增大;孔隙压力和围压是影响动态弹性模量的主要因素,动态弹性模量随孔隙压力的增大而减小,随围压的增大而增大;围压和温度是影响静态泊松比的主要因素,静态泊松比随围压的增大而减小,随温度的增大而增大;孔隙压力和围压是影响动态泊松比的主要因素,动态泊松比随孔隙压力的增大而减小,随围压的增大而增大。实验明确了含水饱和度、孔隙压力、围压和温度对于岩石动静态弹性模量及泊松比的影响规律,为岩石力学性质的研究提供了技术支持和保障。
Rock mechanical properties play vital roles in the drilling,completion and fracturing designs as well as construction,etc.Taking the tight oil reservoir of Daqing as the research object,the three-axis experiment of rock mechanics under different formation conditions has been conducted by using HTHP rock mechanics test system.The effect of four formation factors as water saturation,pore pressure,confining pressure and temperature on the dynamic and static elastic modulus and Poisson's ratio of rock was researched.Experimental results show that water saturation and confining pressure are the main factors affecting the static elastic modulus,which decreases along with the increase of water saturation,while increases along with the increase of confining pressure.Pore pressure and confining pressure are the main factors affecting the dynamic elastic modulus,which decreases along with the increase of pore pressure,while increases along with the increase of confining pressure.Confining pressure and temperature are the main factors affecting the static Poisson's ratio,which decreases along with the increase of confining pressure,while increases along with the increase of temperature.Pore pressure and confining pressure are the main factors affecting the dynamic Poisson's ratio,which decreases along with the increase of pore pressure,while increases along with the increase of confining pressure.The experiments have indicated the influence regularity of four formation factors mentioned above on the dynamic and static elastic modulus and Poisson's ratio of rocks,which can provide the technical support and guarantee for the research of rock mechanical properties.
引文
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