Numerical simulation of wellbore shrinkage and casing load in build-up section in salt rock
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Numerical simulation of wellbore shrinkage and casing load in build-up section in salt rock
Vol. 33, Issue 2, (2012)
作者机构:
1. 西南石油大学 油气藏地质及开发工程国家重点实验室,成都,610500
2. 西南石油大学 石油管工程重点实验室,成都,610500
3. 中石油西南油气田公司采气工程研究院,四川 广汉,618300
4. 川庆钻探工程公司钻采工程技术研究院,四川 广汉,618300
作者简介:
基金信息:
DOI:
CLC:TU45
Online First:14 February 2012,
Published:2012
稿件说明:
移动端阅览
LIN Yuan-hua, ZENG De-zhi, LU Ya-feng, et al. Numerical simulation of wellbore shrinkage and casing load in build-up section in salt rock[J]. 2012, 33(2).
DOI:
LIN Yuan-hua, ZENG De-zhi, LU Ya-feng, et al. Numerical simulation of wellbore shrinkage and casing load in build-up section in salt rock[J]. 2012, 33(2).DOI:
Numerical simulation of wellbore shrinkage and casing load in build-up section in salt rock
Salt rock is good for reservoir forming as cap rock. Many reservoirs in Tarim basin are buried deeply underground in salt rock
drilling directional well to exploit reservoirs in salt rock will enhance recovery of single well. As the distance between salt layers and production layer is close
so the build-up process will be in salt layers; but the laws of wellbore shrinkage in build-up section in salt layers and effects on casing external load are little reported. So
a 3-D salt rock-cement mantle-casing coupling mechanical model is established. On the basis of rock mechanics test of Yangtake in Tarim
the effect laws of deviation angle and azimuth angle on wellbore shrinkage and casing external load are researched. Research results have been used to guide trajectory design
mud density design and casing program design for direction wells in Tarim
and lay a solid theoretical basis for well drilling and completion in salt rock in Tarim oil field.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology