Numerical and experimental study of the stability of non-circular boreholes in high-permeability formations

被引:5
作者
Lavrov, A. [1 ]
Taghipour, A. [1 ]
Ytrehus, J. D. [1 ]
Mardalen, J. [1 ]
Lund, H. [1 ]
Vralstad, T. [1 ]
Lund, B. [1 ]
Carlsen, I. M. [1 ]
Saasen, A. [2 ,3 ]
Wold, S. [2 ]
Abdollahi, J. [4 ]
Torsvoll, A. [4 ]
Reyes, A. [5 ]
Naeumann, J. R. [6 ]
Melchiorsen, J. C. [6 ]
Skalle, P. [7 ]
机构
[1] SINTEF Petr Res, N-7465 Trondheim, Norway
[2] Det Norske Oljeselskap ASA, Trondheim, Norway
[3] Univ Stavanger, Stavanger, Norway
[4] Statoil ASA, Trondheim, Norway
[5] BG Grp, Reading, Berks, England
[6] DONG E&P AS, Horsholm, Denmark
[7] Norwegian Univ Sci & Technol, N-7034 Trondheim, Norway
关键词
Drilling; Non-circular well; Borehole stability; Finite-element method; Numerical modeling; Laboratory experiment; SAND PRODUCTION; DEFORMATION; SANDSTONE;
D O I
10.1016/j.ijrmms.2014.02.018
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
One innovative drilling concept explored in recent years is based on the use of a non-circular well cross section, in particular a well with grooves running along the well axis. The grooves are expected to improve wellbore hydraulics and hole cleaning. In the present study, borehole stability analysis has been carried out for a horizontal rifle well in a high-permeability formation. It has been found that tensile failure is likely to develop at several locations around the non-circular cross section, a failure mode that is not normally found in conventional (circular) wells. The numerical results obtained with a finite-element code have been qualitatively confirmed in a dedicated laboratory experiment performed on a block of concrete with a section of non-circular well. In the experiment, the unusual failure mode was clearly observed. Traditional breakouts were also observed in the same test, but had smaller size. Numerical simulations have been carried out for different drilling conditions, both onshore and offshore, and depths from 1000 in to 2000 m, normal or abnormal pore pressure. The borehole was always found to fail in tension unless a considerable overbalance was applied by the drilling fluid. Similar results were obtained with formations that had hydrostatic pore pressure, elevated pore pressure (overpressure) or reduced pore pressure (underpressure, depleted reservoirs). The results are of importance for practical application of non-circular wells. (C) 2014 Elsevier Ltd. All rights reserved
引用
收藏
页码:128 / 135
页数:8
相关论文
共 14 条
[11]   Time-dependent deformation behaviors of weak sandstones [J].
Tsai, L. S. ;
Hsieh, Y. M. ;
Weng, M. C. ;
Huang, T. H. ;
Jeng, F. S. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2008, 45 (02) :144-154
[12]  
Vasquez G.F., 2009, REV BRASILEIRA GEOFI, V27, P43, DOI [DOI 10.1590/S0102-261X2009000100004, 10.1590/s0102-261x2009000100004]
[13]  
Wood D. M., 1991, Soil behaviour and critical state soil mechanics.
[14]   Simulation of progressive fracturing processes around underground excavations under biaxial compression [J].
Zhu, WC ;
Liu, J ;
Tang, CA ;
Zhao, XD ;
Brady, BH .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2005, 20 (03) :231-247