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基于断层滑移理论的页岩地层套管变形风险评价方法及应用
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作者 桂俊川 桑宇 +5 位作者 曾波 黄浩勇 苟其勇 黎俊峰 徐尔斯 钟光海 《Applied Geophysics》 SCIE CSCD 2023年第2期209-224,242,共17页
针对套管变形风险预测难的现状,本文首先建立了断裂的临界扰动压力和激活角度计算方法,然后定量模拟了各类地质力学因素对临界扰动压力的影响规律,最后基于建立的方法预测了X2井的套管变形风险。通过本文研究,得出以下主要结论:断裂的... 针对套管变形风险预测难的现状,本文首先建立了断裂的临界扰动压力和激活角度计算方法,然后定量模拟了各类地质力学因素对临界扰动压力的影响规律,最后基于建立的方法预测了X2井的套管变形风险。通过本文研究,得出以下主要结论:断裂的临界扰动压力受到多种因素的综合影响,断裂的临界扰动压力越低,地层发生剪切错动的风险就越高,套管变形的风险越高。不同的断层应力状态,最优势滑移断裂所在的倾向和走向不同。地层孔隙压力越高,断裂的临界扰动压力越低;最大主应力和最小主应力差异越大,断裂的临界扰动压力越低;断裂面的摩擦系数越小,断裂的临界扰动压力越低。X2井最优势滑移断裂临界扰动压力平均值为2.24MPa左右,且全井段存在多处断裂激活显示,井眼套管变形风险较高;当X2井的最优势滑移断裂的临界扰动压力大于4.5MPa时,井眼一定不发生套变;当X2井最优势滑移断裂的临界扰动压力较低,甚至存在断裂激活显示的情况下,井眼不一定发生套变;在存在断裂激活显示的情况下,但没有发生套变的原因可能和地层中不发育断裂或者发育的断裂方向不在激活角度范围内有关。 展开更多
关键词 断层滑移理论 页岩地层 摩尔圆 临界扰动压力 套管变形
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Establishment and application of the anisotropic shale-rock physical model in the observation coordinate system
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作者 gui jun-chuan Sang Yu +5 位作者 Guo Jian-Chun Zeng Bo Song Yi Huang Hao-Yong Xu Er-si Chen Ya-xi 《Applied Geophysics》 SCIE CSCD 2022年第3期325-342,470,共19页
No shale-rock physical model has been established in the observation coordinate system.To this end,this paper carried out anisotropic wave velocity tests on shale rock and compared the Thomsen,Daley,and Berryman solut... No shale-rock physical model has been established in the observation coordinate system.To this end,this paper carried out anisotropic wave velocity tests on shale rock and compared the Thomsen,Daley,and Berryman solutions to characterize anisotropic acoustic wave velocity.Finally,the Daley solution was selected.Based on basic rock physical models,such as SCA and DEM methods,and combined with the Daley solution,an anisotropic shale-rock physical model was established in the observation coordinate system and applied in Well B1 in the Luzhou area,Sichuan Basin.Our research conclusions were as follows:1.for the samples from the same core,the P-wave velocities in three directions were in the order VP11>VP45>VP33,shear wave velocity VS11 was the largest,but VS33 and VS45 did not follow the law of Vs33>Vs45 for some samples;2.the Daley solution,which not only considers the accuracy requirements but also has a complete expression of P-,SV-,and SH-waves,is most suitable for characterization of anisotropic wave velocity in this study area;3.the rock physical model constructed in the observation coordinate system has high accuracy,in which the absolute value of the relative error of the P-wave slowness was between 0%and 5.05%(0.55%on average),and that of shear-wave slowness was between 0%and 6.05%(0.59%on average);4.the acoustic waves recorded in Well B1 in the observation coordinate system were very different from those in the constitutive coordinate system.The relative difference of the P-wave was between 6.76%and 30.84%(14.68%on average),and that of the S-wave was between 7.00%and 23.44%(13.99%on average).The acoustic slowness measured in the observation coordinate system,such as in a deviated well or a horizontal well section,must be converted to the constitutive coordinate system before it can be used in subsequent engineering applications;5.the anisotropic shale-rock physical model built in the observation coordinate system proposed in this paper can provide basic data and guidance for subsequent pore pressure prediction,geomechanical modeling,and fracturing stimulation design for deviated and horizontal wells. 展开更多
关键词 shale anisotropy wave velocity test observation coordinate system constitutive coordinate system rock physical model
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