Li Zhiwu, Liu Shugen, Luo Yuhong, Gong Changming, Shan Yuming, Liu Weiguo. AN EXPERIMENTAL INVESTIGATION OF DYNAMIC AND STATIC ELASTIC PARAMETERS OF COMPACTED CLASTICS, THE NORTHEAST SICHUAN BASIN, CHINA[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2006, 28(3): 286-291. doi: 10.11781/sysydz200603286
Citation: Li Zhiwu, Liu Shugen, Luo Yuhong, Gong Changming, Shan Yuming, Liu Weiguo. AN EXPERIMENTAL INVESTIGATION OF DYNAMIC AND STATIC ELASTIC PARAMETERS OF COMPACTED CLASTICS, THE NORTHEAST SICHUAN BASIN, CHINA[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2006, 28(3): 286-291. doi: 10.11781/sysydz200603286

AN EXPERIMENTAL INVESTIGATION OF DYNAMIC AND STATIC ELASTIC PARAMETERS OF COMPACTED CLASTICS, THE NORTHEAST SICHUAN BASIN, CHINA

doi: 10.11781/sysydz200603286
  • Received Date: 2005-08-03
  • Rev Recd Date: 2006-04-29
  • Publish Date: 2006-05-28
  • The ultrasonic wave velocities and mechanical parameters of compacted clastics of Upper Triassic and Middle Jurassic in the northeast Sichuan Basin,with current burial depths ranging from 320 0 m to 420 0 m,aremeasured simultaneously under simulated formation conditions(including temperature,pore pressure,confining pressure,air-dried or saturated by water,and different directions of samples).The composition and structure of rock are the inherent factors determining the velocities and mechanical parameters,with the velocities and Young's modulus decreasing along with the increases in clay content and porosity.Generally,the velocities and dynamic elastic moduli of samples parallel to bedding are greater than those perpendicular to bedding,while the Poisson's ratio is an exception.The velocities,dynamic Young's modulus and bulk modulus increase along with the decrease in temperature and increase in effective confining pressure,while the Poisson's ratio shows no evident rule to the changing of temperature,and increase for air-dried samples and decrease for samples saturated with brine as the effective confining pressure increases.Both P-wave and S-wave velocities increase firstly and then decrease along with the increase in additional axial stress,with the maximum velocities corresponding respectively to 80% and 50% ultimate compressive strength of sandstones.The P-wave velocity and dynamic elastic moduli of samples saturated by brine are greater than those of air-dried samples,with the exception of(S-wave).The dynamic Young's moduli of all samples are greater than the static Young's moduli,but the dynamic and static Poisson's ratios show no such rule.

     

  • loading
  • [1]
    黄凯,杨晓海,徐群洲等.高温高压岩心测试参数在准噶尔盆地碳氢检测中的应用[J].石油物探,1998,37(1):21~30
    [2]
    王子煜.库车坳陷断层控制下的盐岩塑性流动及对上覆地层构造影响的沙箱模拟[J].石油实验地质,2002,24(5):441~445
    [3]
    夏宇文,李斌,张先普.岩石力学在油田的应用与研究[J].西南石油学院学报,1994,16(增):53~61
    [4]
    Fjaer E,Holt R M,Horsrud P,et al.Petroleum related rock mechanics[M].Amsterdam:Elsevier,1992
    [5]
    陈颙,黄庭芳.岩石物理学[M].北京:北京大学出版社,2001
    [6]
    Domenico S N.Elastic properties of unconsolidated porous sand reservoirs[J].Geophysics,1977,42(7):1339~1368
    [7]
    Wyllie M R J,Gregory A R,Gardner G H F.An experimental investigation of factors affecting elastic wave velocities in porous media[J].Geophysics,1958,23:459~493
    [8]
    Han D H,Nur A,Morgan D.Effects of porosity and clay content on wave velocities in sandstones[J].Geophysics.1986,51(11):2093~2107
    [9]
    Toksoz M N,Cheng C H,Timur A.Velocities of seismic waves in porous rocks[J].Geophysics,1976,41(4):621~645
    [10]
    Gregory A R.Fluid saturation effects on dynamic elastic properties of sedimentary rocks[J].Geophysics,1976,41 (5):895~921
    [11]
    施行觉,夏从俊,吴永钢.储层条件下波速的变化规律及其影响因素的实验研究[J].地球物理学报,1998,41(2):234~241
    [12]
    刘树根,单钰铭,刘维国等.地层条件下油气储集岩多参数同时测试技术[J].成都理工学院学报,1998,25(4):480~486
    [13]
    马永生,傅强,郭彤楼等.川东北地区普光气田长兴-飞仙关气藏成藏模式与成藏过程[J].石油实验地质,2005,27(5):455~461
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (767) PDF downloads(321) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return