• 中文核心期刊
  • 中国科技核心期刊
  • RCCSE中国核心学术期刊

含不同预制裂隙相似试样的注浆诱发劈裂裂隙扩展规律研究

黄晓昇, 张 超, 程 成, 赵亚婕

黄晓昇, 张 超, 程 成, 赵亚婕. 含不同预制裂隙相似试样的注浆诱发劈裂裂隙扩展规律研究[J]. 煤矿安全, 2021, 52(3): 43-48.
引用本文: 黄晓昇, 张 超, 程 成, 赵亚婕. 含不同预制裂隙相似试样的注浆诱发劈裂裂隙扩展规律研究[J]. 煤矿安全, 2021, 52(3): 43-48.
HUANG Xiaosheng, ZHANG Chao, CHENG Cheng, ZHAO Yajie. Research on extension law of grouting induced splitting fractures in materials similar to coal rocks containing different prefabricated fractures[J]. Safety in Coal Mines, 2021, 52(3): 43-48.
Citation: HUANG Xiaosheng, ZHANG Chao, CHENG Cheng, ZHAO Yajie. Research on extension law of grouting induced splitting fractures in materials similar to coal rocks containing different prefabricated fractures[J]. Safety in Coal Mines, 2021, 52(3): 43-48.

含不同预制裂隙相似试样的注浆诱发劈裂裂隙扩展规律研究

Research on extension law of grouting induced splitting fractures in materials similar to coal rocks containing different prefabricated fractures

  • 摘要: 为了研究煤岩中不同位置、角度和尺寸的裂隙对注浆诱导裂隙劈裂的影响,采用物理相似模拟试验的方法,在煤岩相似试样中设置不同的预制裂隙进行注浆试验,并基于相似试样断面情况、声发射监测结果和泵压曲线,对含预制裂隙相似试样的裂隙劈裂扩展规律进行研究。研究表明:预制裂隙与注浆孔不相交时,含预制裂隙的煤岩相似试样注浆劈裂裂隙的发育过程包含劈裂贯通、浆液填充、裂隙劈裂、劈裂扩展4个阶段;随着预制裂隙尺寸的增大,劈裂裂隙越易向着预制裂隙的方向发育;与预制裂隙贯通后,新发育的劈裂裂隙更倾向沿着预制裂隙的角度向外扩展;相交时,无劈裂贯通阶段;预制裂隙位置、角度和尺寸影响甚至决定着劈裂裂隙的发育方向。
    Abstract: In order to study the influence of different positions, angles and sizes of cracks in the coal and rock on the grouting-induced cracking, the physical similarity simulation test method is adopted, and different prefabricated cracks are set in similar samples of the coal and rock for grouting test. Similar sample cross section, acoustic emission monitoring result and pump pressure curve, the crack propagation law of similar sample with prefabricated cracks is studied. The research shows that: when the prefabricated cracks do not intersect with the grouting hole, the development process of grouting fracturing fissures for similar samples of coal and rock with prefabricated fissures includes four stages: splitting through, grout filling, fissure splitting, and splitting expansion; as the size of the prefabricated fissure increases, the split fissures are more likely to develop in the direction of the prefabricated fissure; after being penetrated with the prefabricated fissure, the newly developed split fissures tend to expand outward along the angle of the prefabricated fissure; when they intersect, there is no splitting. The rupture stage, angle and size of the prefabricated fissures even determine the development direction of the split fissures.
  • [1] 秦鹏飞.砂砾石土渗透注浆浆液扩散规律及扩散半径影响因素试验研究[J].中国水利水电科学研究院学报,2015,13(5):368-374.

    QIN Pengfei. Test research on cement slurry diffusion feature of penetration grouting and its influence factors in sand and gravel layer[J]. Journal of China Institute of Water Resources and Hydropower Research, 2015, 13(5): 368-374.

    [2] 杨志刚,宋彦波.采用注浆加固技术防止石门揭煤时煤与瓦斯突出[J].煤矿安全,2007(1):9-11.
    [3] 王复明,李嘉,石明生,等.堤坝防渗加固新技术研究与应用[J].水力发电学报,2016,35(12):1-11.

    WANG Fuming, LI Jia, SHI Mingsheng, et al. New seepage-proof and reinforcing technologies for dikes and dams and their applications[J]. Journal of Hydroelectric Engineering, 2016, 35(12): 1-11.

    [4] 苏培莉.裂隙煤岩体注浆加固渗流机理及其应用研究[D].西安:西安科技大学,2010.
    [5] 李超,李涛,张凤,等.隧道围岩劈裂注浆破坏模式及浆液扩散规律研究[J].土木工程学报,2017,50(S2):93-97.
    [6] 许延春,谢小锋,刘世奇,等.注浆加固工作面底板岩体力学性质“增强-损伤”的定量测定[J].采矿与安全工程学报,2017,34(6):1186-1193.

    XU Yanchun, XIE Xiaofeng, LIU Shiqi, et al. Quantitative determination of mechanical property of “enhance-damage” for floor rock mass in grouting reinforcement working face[J]. Journal of Mining & Safety Engineering, 2017, 34(6): 1186-1193.

    [7] 欧阳进武,张贵金,刘杰.劈裂灌浆扩散机理研究[J].岩土工程学报,2018,40(7):1328-1335.

    OUYANG Jinwu, ZHANG Guijin, LIU Jie. Diffusion mechanism of split grouting[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1328-1335.

    [8] 宗义江,韩立军,韩贵雷.破裂岩体承压注浆加固力学特性试验研究[J].采矿与安全工程学报,2013,30(4):483-488.

    ZONG Yijiang, HAN Lijun, HAN Guilei. Mechanical characteristics of confined grouting reinforcement for cracked rock mass[J]. Journal of Mining & Safety Engineering, 2013, 30(4): 483-488.

    [9] 侯冰,谭鹏,陈勉,等.致密灰岩储层压裂裂缝扩展形态试验研究[J].岩土工程学报,2016,38(2):219.

    HOU Bing, TAN Peng, CHEN Mian, et al. Experimental investigation on propagation geometry of hydraulic fracture in compact limestone reservoirs[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 219.

    [10] 范濛,金衍,付卫能,等.水力裂缝扩展行为的声发射特征实验研究[J].岩石力学与工程学报,2018,37(S2):3834-3841.

    FAN Meng, JIN Yan, FU Weineng, et al. Experimental study on fracture propagation behavior based on acoustic emission characteristics[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(S2): 3834-3841.

    [11] 钟祖良,别聪颖,范一飞,等.土石混合体注浆扩散机制及影响因素试验研究[J].岩土力学,2019,40(11):4194-4202.

    ZHONG Zuliang, BIE Congying, FAN Yifei, et al. Experimental study on grouting diffusion mechanism and influencing factors of soil-rock mixture[J]. Rock and Soil Mechanics, 2019, 40(11): 4194-4202.

    [12] 杨圣奇,刘相如,李玉寿.单轴压缩下含孔洞裂隙砂岩力学特性试验分析[J].岩石力学与工程学报,2012,31(S2):3539-3546.

    YANG Shengqi, LIU Xiangru, LI Yushou. Experimental analysis of mechanical behavior of sandstone containing hole and fissure under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S2): 3539-3546.

    [13] 姜婷婷,张建华,黄刚.煤岩水力压裂裂缝扩展形态试验研究[J].岩土力学,2018,39(10):3677-3684.

    JIANG Tingting, ZHANG Jianhua, HUANG Gang. Experimental study of fracture geometry during hydraulic fracturing in coal[J]. Rock and Soil Mechanics, 2018, 39(10): 3677-3684.

    [14] 赵扬锋,荆刚,程传杰,等.含裂隙砂岩破裂特征及微震和电荷感应信号规律试验研究[J].振动与冲击,2020,39(23):211-219.

    ZHAO Yangfeng, JING Gang, CHENG Chuanjie, et al. Tests for fracture characteristics of fractured sandstone and micro-seismic and charge induced signal laws[J]. Journal of Vibration and Shock, 2020, 39(23): 211-219.

    [15] 于利强,姚强岭,徐强,等.加载速率影响下裂隙细砂岩裂纹扩展试验及数值模拟研究[J/OL].煤炭学报.https://doi.org/10.13225/j.cnki.jccs.2020.1529.

    YU Liqiang, YAO Qiangling, XU Qiang, et al. Experimental and numerical simulation study on crack propagation of fractured fine sandstone under the influence of loading rate[J/OL]. Journal of China Coal Society.https://doi.org/10.13225/j.cnki.jccs.2020.1529.

    [16] 韩震宇,李地元,朱泉企,等.含端部裂隙大理岩单轴压缩破坏及能量耗散特性[J].工程科学学报,2020, 42(12):1588-1596.

    HAN Zhenyu, LI Diyuan, ZHU Quanqi, et al. Uniaxial compression failure and energy dissipation of marble specimens with flaws at the end surface[J]. Chinese Journal of Engineering, 2020, 42(12): 1588-1596.

    [17] 索永录,屈慧升.不同裂隙角度岩石相似试样力学特性及声发射特性研究[J].煤矿安全,2019,50(11):54-57.

    SUO Yonglu, QU Huisheng. Study on mechanical properties and acoustic emission characteristics of similar specimens of rocks with different fracture angles[J]. Safety in Coal Mines, 2019, 50(11): 54-57.

    [18] 康向涛,黄滚,邓博知,等.模拟原煤的相似材料试验研究[J].东北大学学报(自然科学版),2015,36(1):138-142.

    KANG Xiangtao, HUANG Gun, DENG Bozhi, et al. Experimental study on similar material for simulating raw coal[J]. Journal of Northeastern University (Natural Science) 2015, 36(1): 138-142.

    [19] 邓川.循环荷载作用下煤岩力学及声发射特征研究[J].煤矿安全,2020,51(2):63-69.

    DENG Chuan. Study on mechanical and acoustic emission characteristics of coal rock under cyclic loading[J]. Safety in Coal Mines, 2020, 51(2): 63-69.

    [20] 李凌峰,雷瑞德.热损伤砂岩力学特性与声发射试验研究[J].煤矿安全,2020,51(5):72-77.

    LI Lingfeng, LEI Ruide. Experimental study on mechanical properties and ae of thermally damaged sandstone[J]. Safety in Coal Mines, 2020, 51(5): 72-77.

    [21] 赵毅鑫,刘斌,杨志良,等.神东矿区不同赋存深度沉积岩抗拉强度与断裂韧度研究[J].煤炭学报,2019, 44(6):1732-1741.

    ZHAO Yixin, LIU Bin, YANG Zhiliang, et al. Tensile strength and fracture toughness of sedimentary rocks at different buried depths in Shendong coal field[J]. Journal of China Coal Society, 2019, 44(6): 1732-1741.

  • 期刊类型引用(6)

    1. 钱敏,何敏洁,王尚武. 智能化煤矿掘进工作面不安全行为影响因素及防控措施. 技术与创新管理. 2023(01): 104-110 . 百度学术
    2. 王莉,杨帅,张诚刚,张世浩,秦舒婷. 激励策略对矿工群体主动安全行为的影响SD仿真研究. 煤矿安全. 2023(06): 255-259 . 本站查看
    3. 袁晓芳,贾倩荷,孙林辉. 基于元分析的煤矿工人不安全行为影响因素及其调节变量. 煤矿安全. 2023(11): 245-250 . 本站查看
    4. 陈翰,栗继祖. 包容型领导与矿工反生产行为关系的条件过程分析. 煤矿安全. 2022(05): 251-256 . 本站查看
    5. 常杉杉. 煤矿“一通三防”技术实施要点及未来发展初探. 矿业装备. 2022(04): 120-121 . 百度学术
    6. 李红霞,张嘉琦,陈磊,樊恒子. 基于AHP-DEMATEL的煤矿安全管理水平评估研究. 矿业研究与开发. 2021(04): 118-123 . 百度学术

    其他类型引用(5)

计量
  • 文章访问数:  30
  • HTML全文浏览量:  0
  • PDF下载量:  1
  • 被引次数: 11
出版历程
  • 发布日期:  2021-03-19

目录

    /

    返回文章
    返回