1. .山东科技大学 安全与环境工程学院,山东,青岛,266590
2. .山东科技大学 矿山灾害预防控制省部共建国家重点实验室培育基地,山东,青岛,266590
3. .中煤科工集团重庆研究院有限公司,重庆,400000
4. .国家能源集团新疆能源有限责任公司,新疆,乌鲁木齐,830000
网络首发:2025-04-11,
纸质出版:2025
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王刚, 王恩茂, 隆清明, 等. 考虑滤失效应的煤层水力压裂与裂隙扩展关系研究[J]. 岩土力学, 2025,46(4):1071-1083.
WANG Gang, WANG En-mao, LONG Qing-ming, et al. Relationship between hydraulic fracturing and fracture propagation in coal seams considering filtration effect[J]. 2025, 46(4): 1071-1083.
王刚, 王恩茂, 隆清明, 等. 考虑滤失效应的煤层水力压裂与裂隙扩展关系研究[J]. 岩土力学, 2025,46(4):1071-1083. DOI: 10.16285/j.rsm.2024.0756.
WANG Gang, WANG En-mao, LONG Qing-ming, et al. Relationship between hydraulic fracturing and fracture propagation in coal seams considering filtration effect[J]. 2025, 46(4): 1071-1083. DOI: 10.16285/j.rsm.2024.0756.
煤体是多孔介质结构,水力压裂过程中液体会沿原生孔裂隙流失,即滤失效应,降低水力压裂施工效果。同时,煤层水力压裂压力变化与裂隙扩展之间的对应关系没有形成体系,无法准确判断水力压裂对煤体的损伤情况。为此,以乌东煤矿为研究背景,采用理论分析、实验室试验以及现场试验的技术手段,首先,以岩石力学圆孔问题围岩应力分析理论和煤体渗流理论为基础,结合孔壁应力集中诱发拉伸破裂准则理论,分析考虑滤失条件下的水力压裂起裂机制;其次,开展急倾斜顶煤水力压裂试验,依据试验煤样裂隙扩展情况,判断急倾斜顶煤压力曲线与煤岩体的破断关系;再次,开展现场水力压裂试验,进一步判断现场压力曲线与顶煤破断之间的关系;最后,总结分析出4种压力曲线演化规律,作为判断煤岩体水力压裂效果的依据。研究结果表明:当钻孔内部注水压力达到煤岩抗拉强度相等的拉应力时,孔壁出现首次开裂。水力压裂过程中,注水流量必须大于滤失量,且注水速率越大,憋压过程所用时间越短。压力曲线可划分为4种类型:①一次起裂型,②裂隙导通型,③流体滤失型,④二次起裂型。在压裂过程中流体滤失型占比越小压裂效果越优。该研究结果能够为现场水力压裂对煤体损伤效果提供判断依据。
Coal is a porous medium structure. During the hydraulic fracturing process
fluids may escape along pre-existing pores and fractures
known as filtration effect
which reduces the effectiveness of hydraulic fracturing operations. Additionally
there is no established system for the relationship between pressure changes during coal seam hydraulic fracturing and fracture propagation
making it impossible to accurately assess the damage caused by hydraulic fracturing to coal. To address this issue
the Wudong Coal Mine is chosen as the research background
and theoretical analysis
laboratory experiments
and on-site tests are conducted. Firstly
the initiation mechanism of hydraulic fracturing under loss conditions is analyzed based on the stress analysis theory of surrounding rock in rock mechanics circular hole problems
coal seepage theory
and the theory of tensile fracture criterion induced by stress concentration on hole walls. Secondly
an experiment of hydraulic fracturing for steeply inclined top coal is conducted to determine the relationship between the pressure curve of steeply inclined top coal and the fracture of coal rock mass according to the crack propagation situation of the experimental coal sample. Thirdly
an on-site hydraulic fracturing test is carried out to further determine the relationship between the on-site pressure curve and the fracture of top coal. Finally
four types of pressure curve evolution patterns are summarized as a basis for judging the effectiveness of hydraulic fracturing in coal rock mass. The research results show that when the internal water injection pressure in the borehole reaches the tensile strength equal to that of the coal rock
the first crack appears at the borehole wall. During the hydraulic fracturing process
the water injection flow rate must be greater than the leakage rate
and the higher the water injection rate
the shorter the pressurization process duration. The pressure curves can be categorized into four types: (1) single initiation type
(2) fracture connection type
(3) fluid loss type
and (4) secondary initiation type. A smaller proportion of fluid loss type during the fracturing process indicates a better fracturing effect. These findings provide a basis for judging the damage effect of hydraulic fracturing on coal bodies on-site.
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