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
Link To Document