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WANG Yaofeng, XUE Weichao, LI Yanzeng, XU Xingfu. Orientation and Controlling Role of Induced Stress Field on Formation of Hydro-fractures in Multi-hole Hydraulic Fracturing Process[J]. Safety in Coal Mines, 2018, 49(11): 10-15,19.
Citation: WANG Yaofeng, XUE Weichao, LI Yanzeng, XU Xingfu. Orientation and Controlling Role of Induced Stress Field on Formation of Hydro-fractures in Multi-hole Hydraulic Fracturing Process[J]. Safety in Coal Mines, 2018, 49(11): 10-15,19.

Orientation and Controlling Role of Induced Stress Field on Formation of Hydro-fractures in Multi-hole Hydraulic Fracturing Process

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  • Published Date: November 19, 2018
  • It is necessary but difficult to avoid the occurrence of fracturing blind zone and to prevent the excessive concentration of local stress at the same time in hydraulic fracturing in coal mine. The difficulty lies in that it needs to make much more fractures while limiting the fracturing energy. Based on the mechanism of induced stress, the orientation and controlling role of the induced stress field on the hydraulic fractures in coal seam under the condition of multi-hole synchronous fracturing was analyzed by RFPA2D-Flow simulation. A new technology, combined with the water injection for directional pressure relief and the multi-hole hydraulic fracturing for controlling the fractures propagation, was presented and applied in the field. The results show that: the hydro-fractures of all the simultaneously fracturing drilling-holes will be induced by each other; under the function of the induced stress field, the direction of the minimum principal stress in the vicinity of the later main hydro-fracture deflects about 47.5°, basically perpendicular to the connection line of the main hydro-fracturing deflection points of two drilling-holes; the water jet drilling expansion could induces the hydro-fractures near expanding to itself; the technology could, in a certain extent, eliminate fracturing blind zone, while avoiding excessive stress concentration, and it would significantly improve the gas drainage content.
  • [1]
    王耀锋.三维旋转水射流与水力压裂联作增透技术研究[D].徐州:中国矿业大学,2015.
    [2]
    侯冰,陈勉,李志猛,等.页岩储集层水力裂缝网络扩展规模评价方法[J].石油勘探与开发,2014,41(6):763-768.
    [3]
    蒋廷学,贾长贵,王海涛,等.页岩气网络压裂设计方法研究[J].石油钻探技术,2011,39(3):36-40.
    [4]
    吴奇,胥云,王腾飞,等.增产改造理念的重大变革-体积改造技术概论[J].天然气工业,2011,31(4):7-12.
    [5]
    黄炳香,程庆迎,陈树亮,等.突出煤层深孔水力致裂驱赶与浅孔抽采消突研究[J].中国矿业大学学报,2013,42(5):701-711.
    [6]
    Heinze T, Galvan B, Miller S A. Modeling porous rock fracturing induced by fluid injection[J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 77(1): 133-141.
    [7]
    Miehe C, Mauthe S. Phase field modeling of fracture in multi-physics problems. Part III. Crack driving forces in hydro-poro-elasticity and hydraulic fracturing of fluid-saturated porous media[J]. Computer Methods in Applied Mechanics and Engineering, 2016, 304(6): 619.
    [8]
    Hou P, Gao F, Ju Y, et al. Changes in pore structure and permeability of low permeability coal under pulse gas fracturing[J]. Journal of Natural Gas Science and Engineering,2016, 34: 1017-1026.
    [9]
    陈守雨,杜林麟,贾碧霞,等.多井同步体积压裂技术研究[J].石油钻采工艺,2011,33(6):59-65.
    [10]
    李玉伟,艾池,张博文,等.同步体积压裂对井间裂缝特性的影响[J].断块油气田,2013,20(6):779-782.
    [11]
    Zhou D, Zheng P, He P, et al. Hydraulic fracture propagation direction during volume fracturing in unconventional reservoirs[J]. Journal of Petroleum Science and Engineering,2016, 141: 82-89.
    [12]
    Wang T, Hu W, Elsworth D, et al. The effect of natural fractures on hydraulic fracturing propagation in coal seams[J]. Journal of Petroleum Science and Engineering,2017, 150: 180-190.
    [13]
    Xie L, Min K, Shen B. Simulation of hydraulic fracturing and its interactions with a pre-existing fracture using displacement discontinuity method[J]. Journal of Natural Gas Science and Engineering,2016, 36: 1284.
    [14]
    任岚,陶永富,赵金洲,等.超低渗透砂岩储层同步压裂先导性矿场试验[J].岩石力学与工程学报,2015, 34(2):330-339.
    [15]
    赵志红,黄超,郭建春,等.页岩储层中同步压裂形成复杂缝网可行性研究[J].断块油气田,2016,23(5):615-619.
    [16]
    Guo T, Qu Z, Gong D, et al. Numerical simulation of directional propagation of hydraulic fracture guided by vertical multi-radial boreholes[J]. Journal of Natural Gas Science and Engineering,2016, 35: 175-188.
    [17]
    Zhao J, Chen X, Li Y, et al. Simulation of simultaneous propagation of multiple hydraulic fractures in horizontal wells[J]. Journal of Petroleum Science and Engineering, 2016, 147: 788-800.
    [18]
    Garcia-Teijeiro X, Rodriguez-Herrera A, Fischer K. The interplay between natural fractures and stress as controls to hydraulic fracture geometry in depleted reservoirs[J]. Journal of Natural Gas Science and Engineering,2016, 34: 318-330.
    [19]
    宋晨鹏.煤矿井下多孔联合压裂裂缝控制方法研究[D].重庆:重庆大学,2015.
    [20]
    Synn J, Park C, Jung Y, et al. Integrated 3-D stress determination by hydraulic fracturing in multiple inclined boreholes beneath an underground cavern[J]. International Journal of Rock Mechanics and Mining Sciences,2015, 75: 44-55.
    [21]
    薛伟超.岩石水力致裂的孔隙压力(梯度)作用机制研究[D].徐州:中国矿业大学,2014.
    [22]
    Ito T. Effect of pore pressure gradient on fracture initiation in fluid saturated porous media: Rock[J]. Engineering Fracture Mechanics,2008, 75(7): 1753-1762.
    [23]
    Bruno M S, Nakagawa F M. Pore pressure influence on tensile fracture propagation in sedimentary rock[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1991, 28(4): 261.
    [24]
    杨天鸿,唐春安,李连崇,等. 非均匀岩石破裂过程渗透率演化规律研究[J]. 岩石力学与工程学报,2004, 23(5): 758-762.
    [25]
    Choi S. Determination of in situ stresses normal to a fracture around an internal pressure tunnel by hydrojacking testing[J]. Tunnelling and Underground Space Technology, 2014, 40(2): 228-235.
    [26]
    黄炳香,陈树亮,程庆迎.煤层压裂开采与治理区域瓦斯的基本问题[J].煤炭学报,2016,41(1):128.
    [27]
    汪道兵,葛洪魁,周福建,等.注入流体诱导应力场模拟计算[J].东北石油大学学报,2015,39(2):85-93.
    [28]
    刘洪,胡永全,赵金洲,等.重复压裂气井诱导应力场模拟研究[J].岩石力学与工程学报,2004,23(23):4022-4027.
    [29]
    艾池,张晓光,赵万春,等.裂缝诱导损伤力学模型研究[J].佳木斯大学学报(自然科学版),2008,26(5):627-629.
    [30]
    邓燕.重复压裂压新缝力学机理研究[D].成都:西南石油大学,2005.
    [31]
    赵金洲,杨海,李勇明,等.水力裂缝逼近时天然裂缝稳定性分析[J].天然气地球科学,2014,25(3):402.
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