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孔隙压力对砂岩岩石力学特性影响试验
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  • 英文篇名:Influencing experiment of the pore pressure on the sandstone mechanical properties
  • 作者:杨刚 ; 孟尚志 ; 夏诗语
  • 英文作者:YANG Gang;MENG Shangzhi;XIA Shiyu;China United Coalbed Methane Co Ltd.;No.4 Oil Production Plant of Daqing Oilfield Co Ltd.;
  • 关键词:孔隙压力 ; 抗压强度 ; 弹性模量 ; 泊松比 ; 纵波速度
  • 英文关键词:pore pressure;;compressive/crush-resistant strength;;elasticity modulus;;Poisson's ratio;;longitudinal/P wave velocity
  • 中文刊名:大庆石油地质与开发
  • 英文刊名:Petroleum Geology & Oilfield Development in Daqing
  • 机构:中联煤层气有限责任公司;大庆油田有限责任公司第四采油厂;
  • 出版日期:2019-03-14 15:46
  • 出版单位:大庆石油地质与开发
  • 年:2019
  • 期:02
  • 基金:国家科技重大专项“临兴—神府地区煤系地层煤层气、致密气、页岩气合采示范工程”(2016ZX05066)
  • 语种:中文;
  • 页:70-75
  • 页数:6
  • CN:23-1286/TE
  • ISSN:1000-3754
  • 分类号:TE311
摘要
揭示低渗透油气藏长期注水过程中动态裂缝的成因机理,首先要搞清孔隙压力对储层岩石力学性质的影响规律。利用美国GCTS公司RTR-1500高温高压岩石力学测试综合系统进行试验,研究灰褐色油斑细砂岩、细砂岩、钙质细砂岩3种岩样在不同孔隙压力条件下岩石力学性质的变化规律,分析不同岩性的抗压强度、弹性模量、泊松比、声波变化等参数的变化趋势。研究表明:这3种岩样的抗压强度、弹性模量和纵波速度均随孔隙压力增大而减少,泊松比变化无明显规律;随着孔隙压力的增大,岩样弹性阶段减短,塑性阶段增长;二项式可以很好地拟合孔隙压力与抗压强度的关系。
        In order to explore the genetic mechanism of the dynamic fracture in the low-permeability oil-gas reservoirs under the prolonged water injection development, first of all, the influencing law of the pore pressure on the mechanical properties of the rock must be ensured. With the help of RTR-1500 comprehensive system of the rock mechanics test with high temperature and high pressure from America GCTS Company, the test was conducted to research the changed laws of the mechanical properties of the following three rock samples: grayish-brown oil-speckle fine sand, fine sand and calcareous fine sand under different pore pressures, and moreover analyze the varied trends of the parameters including the compressive strength, elasticity modulus, Poisson's ratio, sonic change and so forth for different lithologies. The study shows that for the three rock sample stated above, with the rise of the pore pressure, the compressive strength, elasticity modulus and longitudinal wave velocity reduce, while Poisson's ratio has no obvious change; with the increase of the pore pressure, the rocks become a little shorter in the elasticity stage, while in the stage it prolongs; the binomial equation can well match the relationship between the pore pressure and the compressive strength.
引文
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