中国安全科学学报 ›› 2017, Vol. 27 ›› Issue (4): 98-103.doi: 10.16265/j.cnki.issn1003-3033.2017.04.018

• 安全工程技术科学 • 上一篇    下一篇

复合坚硬顶板水压裂缝扩展过程研究

王海洋1, 于斌2 教授级高工, 夏彬伟1,2 副教授, 龚涛1, 张睿3   

  1. 1 重庆大学 煤矿灾害动力学与控制国家重点实验室,重庆 400030
    2 大同煤矿集团有限责任公司,山西 大同 037003
    3 中煤科工集团重庆研究院有限公司,重庆 400037
  • 收稿日期:2017-01-03 修回日期:2017-03-04 发布日期:2020-11-22
  • 作者简介:王海洋 (1988— ),男,山东淄博人,博士研究生,研究方向为水力压裂、工程灾害预测与防治。E-mail: wanghaiyang12@yeah.net。
  • 基金资助:
    中国博士后科学基金资助(2016M602655);长江学者和创新团队发展计划项目(IRT13043)。

Study on propagation of hydraulic fracture in combined hard roof

WANG Haiyang1, YU Bin2, XIA Binwei1,2, GONG Tao1, ZHANG Rui3   

  1. 1 State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400030, China
    2 Datong Coal Mine Group Co., Ltd.,Datong Shanxi 037003,China
    3 China Coal Technology Engineering Group Chongqing Research Institute, Chongqing 400037, China
  • Received:2017-01-03 Revised:2017-03-04 Published:2020-11-22

摘要: 为研究复合坚硬顶板的水压裂缝扩展过程,建立相应扩展模型,对水压裂缝的扩展机制和扩展模式进行理论分析,以大同矿区复合坚硬顶板为研究对象,采用岩石损伤破裂过程渗流-应力耦合分析系统(RFPA2D-Flow)数值模拟软件,研究水压裂缝的扩展过程及不同因素下的影响,并用相似模型试验方法验证数值模拟结果。结果表明,水压裂缝的扩展主要受到顶板岩石的力学性质、主应力差、层理面倾角和层理面力学性质等因素的影响。大同矿区的复合坚硬顶板中的水压裂缝优先扩展进入强度最低的泥岩层,随主应力差增大,水压裂缝向不同岩性岩层扩展过程的差异性减弱。随着层理面倾角增大,水压裂缝由穿过粗粒砂岩层扩展逐渐转为沿层理面和限制在压裂层内扩展。而层理面弹性模量的增大,有利于水压裂缝直接扩展进入粗粒砂岩层。

关键词: 水压裂缝, 复合坚硬顶板, 扩展规律, 主应力差, 层理面

Abstract: To study the propagation process of hydraulic fracture in compound hard roof, a propagation model was built and the propagation mechanism and mode were analyzed theoretically. A compound hard roof in Datong Mining Area was taken as the research object. Then the propagation process and influencing factors of hydraulic fracture were studied by coupling system of flow and solid in the rock failure process analysis (RFPA2D-Flow). The numerical simulation results were verified by a similar model test. The results show that the fracture propagation process is mainly influenced by rock mechanical properties, principal stress difference, angle and mechanical properties of bedding plane. Among others, that the fracture propagates preferentially into the marl layer with the weakest strength, that an increase in the principal stress difference weakens the differences in the processes of fracture propagating to different rock layers,that with the increase of bedding plane angle, the fracture propagation mode changes gradually from crossing the bedding plane to extending along it and be confined in the fractured layer,and that an increase in the bedding plane elastic modulus promotes is helpful for the fracture to propagate into the coarse sandstone.

Key words: hydraulic fracture, compound hard roof, propagation law, principal stress difference, bedding plane

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