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 :
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