期刊文献+

Coupled hydro-mechanical evolution of fracture permeability in sand injectite intrusions

下载PDF
导出
摘要 Sandstone“injectite”intrusions are generally developed by the fluidization of weakly cemented sandstones and their subsequent injection into fractured reservoirs.In this work,a continuum coupled hydromechanical model TOUGH-FLAC3D is applied to simulate the discrete fracture network in large-scale sand injectite complexes.A sand production constitutive model is incorporated to consider the formation of sand through plastic deformation and its influence on evolution of fracture permeability.Overpressures in the fluidized sand slurry drives the injection with sand dikes intruded upwards,typically into previously low permeability“tight”mudstone formations.The contrast in poroelastic properties of the underlying weak sandstone and overlying injectite receptor directly affects the evolution of fracture aperture both during and after intrusion.Fluid drainage into the unconsolidated matrix may reduce the extent of fracture aperture growth,through the formation of shear bands.The results of this work have broad implications related to the emplacement of sandstone intrusions and subsequent hydrocarbon accumulation,maturation and then production.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2020年第4期742-751,共10页 岩石力学与岩土工程学报(英文版)
基金 the financial support from the Laboratory of Coal Resources and Safe Mining(China University of Mining and Technology,Beijing)(Grant No.SKLCRSM16KFC01)。
  • 相关文献

参考文献1

二级参考文献43

  • 1Baghbanan A, Jing L. Hydraulic properties of fractured rock masses with corre- lated fracture length and aperture. International Journal of Rock Mechanics and Mining Sciences 2007;44(5):704-19.
  • 2Baghbanan A, Jing L. Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture, lnternational Journal of Rock Mechanics and Mining Sciences 2008;45(8):1320-34.
  • 3Bai M. On equivalence of dual-porosity poroelastic parameters.Journal of Geophys- ical Research 1999; 104( B5 ): 10461-6.
  • 4Bandis SC, Lumsden AC, Barton NR. Fundamentals of rock joint deformation. Inter- national Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts 1983;20(6):249-68.
  • 5Barenblatt GI, Zheltov IP, Kochina IN. Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks. Journal of Applied Mathematics 1960;24(5):1286-303.
  • 6Barton NR, Bandis S, Bakhtar K. Strength, deformation and conductivity coupling of rock joints. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts 1985 ;22(3): 121-40.
  • 7Berryman JG, Wang HF. The elastic coefficients of double-porosity mod- els for fluid transport in jointed rock. Journal of Geophysical Research 1995;100(B12):24611-27.
  • 8Berryman JG. Extension of poroelastic analysis to double-porosity materials: new technique in microgeomechanics. Journal of Engineering Mechanics: ASCE 2002;128(8):840-7.
  • 9Blot MA. A general theory of three-dimensional consolidation. Journal of Applied Physics 1941;12(2):155-64.
  • 10Blum P, Mackay R, Riley MS. Stochastic simulations of regional scale advective transport in fractured rock masses using block upscaled hydro-mechanical rock property data. Journal of Hydrology 2009;369(3-4):318-25.

共引文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部