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水力压裂切顶卸压裂缝扩展规律研究

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为了解决坚硬顶板难垮难落问题,利用数值模拟对水力压裂参数进行研究.通过对不同应力下注入点孔隙压力、裂缝扩展高度及宽度分析发现,随着时间增加,注入点孔隙压力呈现逐步增长的趋势.同时,随着应力差的增大,注入点的孔隙压力峰值呈现逐步减小的趋势.而裂缝宽度与裂缝高度呈现相反趋势,应力差增大,裂缝宽度增大,裂缝高度减小.对弹性模量下的裂缝扩展形态进行分析,发现弹性模量增大,裂缝宽度逐步减小,而裂缝高度则逐步增大.研究结果可为坚硬顶板水力压裂切顶卸压方案设计提供一定的参考.
Study on Fracture Propagation Law of Fracking Top Cutting and Pressure Relief
In order to solve the problem that hard roof is difficult to collapse and fall,this paper uses numerical simulation to study the parameters of fracking.First,the pore pressure at the injection point and the height and width of fracture growth under different stresses are analyzed.It is found that the pore pressure at the injection point increases step by step with time,and the peak pore pressure at the injection point decreases gradually with the increase of stress difference.The crack width and crack height show an opposite trend,with an increase in stress difference,an increase in crack width,and a decrease in crack height.Finally,the elastic modulus is analyzed on the crack propagation form,and it is found that the elastic modulus increases,the crack width gradually decreases,and the crack height gradually increases,which provides a certain reference for the design of fracking top cutting and pressure relief scheme for hard roof.

numerical simulationfrackingcrack widthelastic modulus

张健

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山西煤炭进出口集团蒲县豹子沟煤业有限公司,山西 蒲县 041200

数值模拟 水力压裂 裂缝宽度 弹性模量

2024

山西冶金
山西省金属学会 山西省有色金属学会

山西冶金

影响因子:0.139
ISSN:1672-1152
年,卷(期):2024.47(2)
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