• DocumentCode
    3164879
  • Title

    Description of high-pressure compressed stratum form

  • Author

    Wang, Weizhang

  • Author_Institution
    Dept. of Mech. & Electr. Eng., Weifang Univ., Weifang, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    4879
  • Lastpage
    4882
  • Abstract
    The thesis deals with all possible factors that influence high-pressure gravel packing from the angle of rock features of loose sandstone and construction technology. And then numerically simulate given naked eye wells and perforated wells by means of finite element analysis software. The simulations suggest that perforation along the direction of maximum principal stress helps occurrence of the cracks. Cracking mechanism of the loose sandstone in the course of high-pressure packing is also discussed on the basis of numerical simulation, with conclusion that bursting pressure of the compacted sand layer is the crack initiation pressure of high-pressure gravel packing, and its crack form directly influences that round the well.
  • Keywords
    construction; cracks; finite element analysis; sand; stress analysis; compacted sand layer; construction technology; cracking mechanism; finite element analysis software; gravel packing; high-pressure compressed stratum form; loose sandstone; maximum principal stress; numerical simulation; rock; Compaction; Finite element methods; Fluids; Permeability; Reservoirs; Rocks; Stress; Loose sand reservoirs; Stratum Form; high-pressure gravel packing; numerical simulation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769098
  • Filename
    5769098