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基于球体模型的渗透率有效应力系数的理论与实验 被引量:1

Theoretical and Experimental Study on Effective Stress Coefficient for Permeability with Sphere Model
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摘要 结合弹性力学和渗流理论,推导了基于球体模型的渗透率有效应力系数的数学表达式,并基于稳态法,以氮气为实验介质,对低渗致密砂岩岩样进行了渗透率测试,利用二元线性回归计算渗透率有效应力系数,所得结果与理论值相近,证实了理论模型的可靠性。 By using elastic mechanics and percolation theory, the expression of effective stress coefficient for permeability is deduced based on sphere model. The permeability of low-permeability tight sandstone core is tested using steady-state method, nitrogen as medium. And binary linear regression is applied to calculation of the effective stress coefficient for permeability. The result is approximate to the the- oretical value, indicating the theoretical model is reliable and applicable.
出处 《新疆石油地质》 CAS CSCD 北大核心 2012年第3期334-336,共3页 Xinjiang Petroleum Geology
基金 国家863项目(2007AA06Z209)
关键词 有效应力 渗透率 有效应力系数 球体模型 effective stress permeability effective stress coefficient sphere model
作者简介 丁艳艳(1983-),女,吉林公主岭人,在读硕士研究生,油气田开发,(Tel)13999513299(E-mail)172255923@qq.com.
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参考文献12

  • 1Robin P Y F. Note on effective pressure[J]. J Geophys Res, 1973,78(14) :2 434-2 437.
  • 2Berryman J G. Effective stress for transport properties of inhomogeneous porous rock [J]. J Geophys Res, 1992, 97 (B12) : 17 409-17 424.
  • 3Al-Wardy W, Zimmerman R W. Effective stress law for the permeability of clay-rich sandstones [J]. J Geophys Res, 2004,109 (B04) : 203.
  • 4李留仁,赵艳艳,李忠兴,焦李成,薛中天.多孔介质微观孔隙结构分形特征及分形系数的意义[J].石油大学学报(自然科学版),2004,28(3):105-107. 被引量:80
  • 5Bernabe Y. The effective pressure law for permeability in Chelmsford granite and Barre granite [J]. Int J Rock Mech Min Sci & Geomech Abstr, 1986,23 (3) :267-275.
  • 6徐芝纶.弹性力学[M].北京:高等教育出版社,2006.
  • 7Bemabe. The effective pressure law for permeability during pore pressure and confing pressure cycling of several crystalline rocks [ J ]. J Geophys Res, 1987,92 (B 1 ) : 649-657.
  • 8Warpinski N R, Teufel L W. Determination of the effective stress law for permeability and deformation in low-permea- bility rocks[J]. SPEFE, 1992,7(2) : 123-131.
  • 9Coyner K B. Effects of stress, pore pressure and pore fluid on bulk strain, velocity, and permeability in rocks [D]. Cambridge: Massachusetts Inst of Technology, 1984.
  • 10Li Ming, Bemabe Y, Xiao Wenlian, et al. Effective pressure law for permeability of E-bei sandstones [J]. J Geophy Res, 2009, 114, B07205.

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