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水力压裂裂缝开裂压力影响因素分析及应用

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为了合理确定水力压裂的压裂时机和钻孔方位布置,从水力压裂钻孔周围的应力分布状态出发,将钻孔的方位角和倾斜角作为水力压裂裂缝起裂压力的主要影响因素,在巷道地应力场分类的基础上,从钻孔参数(方位角、倾斜角)与地应力场类型角度对水力压裂裂缝开裂压力的影响规律进行了研究。同时结合天地王坡煤矿采动影响下顶板三维主应力演化实测研究,确定了 3308运输巷道压裂时机与钻孔空间布置原则,在此基础上提出受二次采动影响的 3308 运输巷双侧压裂方案。现场煤柱钻孔应力监测结果表明,采用双侧压裂方案相比常规压裂方案其峰值应力降低了52。9%。巷道围岩变形监测显示,双侧压裂方案与原压裂方案相比,顶板下沉量降低了 14。0%,底鼓量降低了37。8%,两帮移进量降低了56。6%,3308 运输巷道围岩得到了较好的保护。
Influence factors and the application of cracking pressure in hydraulic fracturing
To determine the rational hydraulic fracturing timing and borehole locations,in terms of the surrounding stress distribution of hydraulic boreholes and roadway ground stress field category,borehole azimuth angle and inclined angle are defined as the main factors for hydraulic fracture cracking pressure.The influence of rock stratum cracking pressure during hydraulic fracturing is studied under different drilling parameters(azimuth angle,inclination angle)and different type crustal stress field,on the basis of roadway crustal stress field category.Based on roof 3D primary stress on-site measurement under mining at Wangpo Coal Mine,the roadway hydraulic fracturing timing and borehole layout of No.3308 transport roadway are determined,and the double sides fracturing scheme for the roadway is proposed.The stress and deformation monitoring results show that,the double sides fracturing scheme reduces the average peak stress by 52.9%compared to the conventional fracturing scheme;and reduces the subsidence of the roof by 14.0%,floor heave by 37.8%,and side-to-side convergence by 56.6%,compared with the original fracturing scheme.The surrounding rock of No.3308 transportation roadway has been effectively protected.

hydraulic fracturingborehole azimuthground stress fieldpressure relief plan

赵会波

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山西天地王坡煤业有限公司,山西 晋城 048000

水力压裂 钻孔方位角 地应力场 卸压方案

2024

煤炭工程
煤炭工业规划设计研究院

煤炭工程

CSTPCD北大核心
影响因子:0.806
ISSN:1671-0959
年,卷(期):2024.56(9)