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页岩储层微小井眼钻井坍塌压力计算方法 被引量:3

Calculation of Micro-hole Collapse Pressure in Gas Shale
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摘要 中国页岩储层钻探方面处于起步阶段,钻井过程中复杂情况频发,井壁坍塌问题严重。借鉴北美地区页岩气钻井经验,对比中国四川盆地与北美Haynesville的页岩气水平井井身结构,发现随井眼尺寸减小,钻井复杂情况有所降低。研究过程中,结合岩石强度的尺寸效应理论,比较不同强度尺寸模型的优缺点,优选Vutukuri模型分析微小井眼井壁围岩的强度变化规律,并根据McLamore各向异性破坏准则确定岩石单轴抗压强度随主应力与层理面法向之间夹角的关系,以此作为页岩储层强度准则;根据定向井坍塌压力计算方法分析井周应力状态,结合尺寸效应与强度准则,分别得出标准井眼和微小井眼在层理性地层中的坍塌压力随井眼轨迹的变化规律,同时探究了固定井眼方位下的坍塌压力随井斜角变化规律。对比不同井斜角下两者的差距,结果表明,不论直井或定向井,采用微小井眼均能显著降低钻井坍塌压力,降低幅度约为10%,研究结论揭示了小井眼减少钻井复杂的内在原因。 Drilling and exploitation of the gas shale is just in an inilial stage in China. Drilling practice shows that drilling accidents are frequent, and major cause is wellbore instability. From the experience of the shale-gas drilling in North America, and the casing programs in Sichuan Basin and Haynesville, it is shown thai the drilling accidents can be reduced by the ,lecrease of the size of the borehole. Based on the size effect theory, the advantages and disadvantages of diffrent size cffect models are compared. The Vulukturi's model is chosen to analyze the micro-borehole surrounding rock strength and the McLamnre's anisotmpic failure prediction model is adopted to demonstrate the strength anisotropy of the shale. Based on the collapse pressure prediction model, lhe collapse pressure of a normal horehole and a micro-bnrehole in the bedding formations are ealculated, respectively, furthermore, the trajech)ry sensitivity analysis is also conducted. The collapse pressure changes with the well declination are also considered. Comparing the difference hetween the two sides, it is shown that the micro-borehole can significantly reduce the collapse pressure by approximately 10%, therefore rcduce the shale-gas drilling accidents.
出处 《科技导报》 CAS CSCD 北大核心 2013年第7期71-74,共4页 Science & Technology Review
基金 国家自然科学基金项目(51174219) 国家科技重大专项(2011ZX05009-005)
关键词 页岩气 微小井眼 坍塌压力 尺寸效应 shale-gas reservoir micro-hole collapse pressure size effect
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共引文献1714

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  • 1刘玉石.地层坍塌压力及井壁稳定对策研究[J].岩石力学与工程学报,2004,23(14):2421-2423. 被引量:45
  • 2姚仰平,路德春,周安楠,邹博.广义非线性强度理论及其变换应力空间[J].中国科学(E辑),2004,34(11):1283-1299. 被引量:86
  • 3陈景涛,冯夏庭.高地应力下硬岩的本构模型研究[J].岩土力学,2007,28(11):2271-2278. 被引量:15
  • 4Vutukuri,V.S.,Lama,R.D.,Saluja,S.S..Mechanical Properties of Rocks[J],vols.I-IV.Trans Tech.Publ.,Clausthal. 1974. 被引量:1
  • 5陈朝伟,周英操,刘玉石. 井壁稳定性尺寸效应初探[C]//王长宁:第八届石油钻井院所长会议论文集. 北京:石油工业出版社,2009: 791-795. 被引量:1
  • 6HAIMSON B C, CHANG C. A new true triaxial cell for testing mechanical properties of rock and its use to determine rockstrength and deformability of Westerly granite[J] . International Journal of Rock Mechanics and Mining Sciences, 2007,3 7 (1 ):285-296. 被引量:1
  • 7HAIMSON B C, CHANG C. True triaxial strength of the KTB amphibolite under borehole wall conditions and its use to estimate the m a x i m u m horizontal in-situ stress [J]. Journal of Geophysical Research : Solid Earth, 2002 , 107 ( B10 ) :2257-2271. 被引量:1
  • 8A L-AJMI A M , Z I M M E R M A N R W. Relationship between the parameters of the Mogi and Coulomb failure criterion [J].International Journal of Rock Mechanics and Mining Sciences,2 0 0 5,42(3) :431439. 被引量:1
  • 9A L-AJMI A M , Z I M M E R M A N R W. Stability analysis of vertical boreholes using the Mogi-Coulomb failure criterion[J].International Journal of Rock Mechanics and Mining Sciences, 2 0 0 6,43(8) : 1200-1211. 被引量:1
  • 10C O S T A M A G N A R, B R U H N S O T. A four-parameter criterion for failure of geomaterials [J]. Engineering Structures,2007, 29(3) :461468. 被引量:1

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