Abstract:The advanced support pressure produced in the mining process is an important factor leading to the development,expansion and penetration of fault fracture zones. Grouting is an important means to control the stability of surrounding rock. In order to analyze the reinforcement effect of grouting on surrounding rock near fault fissure zones under stress disturbance,disturbance rule of surrounding rock in fault fissure zones under stress disturbance and reinforcement mechanism of grouting were studied in this paper,by using similar material simulation tests to obtain surrounding rock collapse,displacement change data and stress change data,and numerical simulation tests to obtain damage nephogram,shear stress curve and other parameters. The results show that the advanced support pressure disturbance caused by mining is a dynamic evolution process as the working face advances. This stress can induce the development and expansion of fault fracture zones,and the stress value of the fault fracture zone increases as it is closer to the working face location and the stress concentration at the end of the fault fracture zone is obvious. As the distance between the excavation surface of the working face and the fault structural surface decreases,the disturbance of advanced support pressure causes uneven distribution of damage in fault fracture zones;Grouting makes the fault more stable and results in the hanging and foot walls more tightly bonded,reducing the barrier effect of the fault on stress. Grouting effectively inhibits the development and expansion trend of fault fracture zones,making them difficult to activate,thereby reducing the trend of fault slip.
孙文斌,薛延东,杨 辉,张晓波,孔令君. 工作面回采对断层裂隙带应力扰动规律及注浆加固机制研究[J]. 岩石力学与工程学报, 2023, 42(11): 2668-2681.
SUN Wenbin,XUE Yandong,YANG Hui,ZHANG Xiaobo,KONG Lingjun. Study on the law of stress disturbance in fault fissure zones caused by mining face and the mechanism of grouting reinforcement. , 2023, 42(11): 2668-2681.
[1] SUN W B,XUE Y C,LI T T,et al. Multi-field coupling of water inrush channel formation in a deep mine with a buried fault[J]. Mine Water and the Environment,2019,38(3):528–535.
[2] DONG F X,ZHANG P,SUN W B,et al. Experimental research on the effect of water-rock interaction in filling media of fault structure[J]. Geomechanics and Engineering,2021,24(5):471–478.
[3] 陈绍杰,刘 瑞,徐贞社,等. 不同覆岩地层正断层下盘煤层开采地表下沉规律[J]. 山东科技大学学报,2023,42(1):38–48. (CHEN Shaojie,LIU Rui,XU Zhenshe,et al. Surface subsidence laws of footwall coal seam mining of normal fault under different overburden strata[J]. Journal of Shandong University of Science and Technology,2023,42(1):38–48.(in Chinese))
[4] 范立民,孙 魁,李 成,等. 榆神矿区煤矿防治水的几点思考[J]. 煤田地质与勘探,2021,49(1):182–188.(FAN Limin,SUN Kui,LI Cheng,et al. Thoughts on mine water control and treatment in Yushen mining area[J]. Coal Geology and Exploration,2021,49(1):182–188.
[5] 李超峰. 煤层顶板含水层涌水危险性评价方法[J]. 煤炭学报,2020,45(增1):384–392.(LI Chaofeng. Method for evaluating the possibility of water inrush from coal seam roof aquifer[J]. Journal of China Coal Society,2020,45(Supp.1):384–392.(in Chinese))
[6] 虎维岳,赵春虎. 基于充水要素的矿井水害类型三线图划分方法[J]. 煤田地质与勘探,2019,47(5):1–8.(HU Weiyue,ZHAO Chunhu. Trilinear chart classification method of mine water hazard type based on factors of water recharge[J]. Coal Geology and Exploration,2019,47(5):1–8.(in Chinese))
[7] 李术才,张伟杰,张庆松,等. 富水断裂带优势劈裂注浆机制及注浆控制方法研究[J]. 岩土力学,2014,35(3):744–752.(LI Shucai,ZHANG Weijie,ZHANG Qingsong,et al. Research on advantage-fracture grouting mechanism and controlled grouting method in water-rich fault zone[J]. Rock and Soil Mechanics,2014,35(3):744–752.(in Chinese))
[8] 任 政,张科学,姜耀东. 采动下逆断层活化过程中工作面应力场响应研究[J]. 煤炭科学技术,2021,49(9):61–68.(REN Zheng,ZHANG Kexue,JIANG Yaodong. Research on response of stress field in working face during thrust fault activation process under mining disturbance[J]. Coal Science and Technology,2021,49(9):61–68.(in Chinese))
[9] 孙 锋,陈铁林,张顶立,等. 基于宾汉体浆液的海底隧道劈裂注浆机制研究[J]. 北京交通大学学报,2009,33(4):1–6.(SUN Feng,CHEN Tielin,ZHANG Dingli,et al. Study on fracture grouting mechanism in subsea tunnel based on Bingham Fluids[J]. Journal of Beijing Jiaotong University,2009,33(4):1–6.(in Chinese))
[10] 张忠苗,邹 健. 桩底劈裂注浆扩散半径和注浆压力研究[J]. 岩土工程学报,2008,30(2):181–184.(ZHANG Zhongmiao,ZOU Jian. Penetration radius and grouting pressure in fracture grouting[J]. Chinese Journal of Geotechnical Engineering,2008,30(2):181–184.(in Chinese))
[11] 李 鹏,张庆松,张 霄,等. 非均质断层介质单双液加固特性对比[J]. 应用基础与工程科学学报,2016,24(4):840–852.(LI Peng,ZHANG Qingsong,ZHANG Xiao,et al. Comparison research on reinforcement characteristics of cement slurry and C- S slurry for inhomogeneous fault medium[J]. Journal of Basic Science And Engineering,2016,24(4):840–852.(in Chinese))
[12] 张庆松,李 鹏,张 霄,等. 隧道断层泥注浆加固机制模型试验研究[J]. 岩石力学与工程学报,2015,34(5):924–934.(ZHANG Qingsong,LI Peng,ZHANG Xiao,et al. Model test of grouting strengthening mechanism for fault gouge of tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(5):924–934.(in Chinese))
[13] 卢海峰,曹爱德,刘泉声,等. 含内缺陷注浆固结体力学特性试验研究[J]. 岩石力学与工程学报,2020,39(8):1 560–1 571.(LU Haifeng,CAO Aide,LIU Quansheng,et al. Experimental study on mechanical properties of grouting consolidating bodies with inner defects[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(8):1 560–1 571.(in Chinese))
[14] ZHOU F,SUN W B,SHAO J L,et al. Experimental study on nano silica modified cement base grouting reinforcement materials[J]. Geomechanics and Engineering,2020,20(1):73–82.
[15] 张东升,范钢伟,梁帅帅,等. 采动覆岩固液耦合三维无损监测系统与应用[J]. 采矿与安全工程学报,2019,36(6):1 071–1 078. (ZHANG Dongsheng,FAN Gangwei,LIANG Shuaishuai,et al. 3D non-destructive monitoring system for solid-liquid coupling of mining-induced overburden and its application[J]. Journal of Mining and Safety Engineering,2019,36(6):1 071–1 078.(in Chinese))
[16] 张伟杰,李术才,魏久传,等. 富水破碎岩体帷幕注浆模型试验研究[J]. 岩土工程学报,2015,37(9):1 627–1 634.(ZHANG Weijie,LI Shucai,WEI Jiuchuan,et al. Model tests on curtain grouting in water-rich broken rock mass[J]. Chinese Journal of Geotechnical Engineering,2015,37(9):1 627–1 634.(in Chinese))
[17] 张伟杰,李术才,魏久传,等. 破碎围岩注浆加固体开挖稳定性及水压超载试验研究[J]. 中南大学学报:自然科学版,2016,47(6):2 083–2 090.(ZHANG Weijie,LI Shucai,WEI Jiuchuan,et al. Excavation stability and hydraulic overload test of grouting body in fractured zone[J]. Journal of Central South University:Science and Technology,2016,47(6):2 083–2 090.(in Chinese))
[18] 郭密文. 高压封闭环境孔隙介质中化学浆液扩散机制试验研究[博士学位论文][D]. 徐州:中国矿业大学,2010.(GUO Miwen. Experimental investigation of propagation mechanism of chemical grout injection into porous media under a high pressure and closed environment[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2010.(in Chinese))
[19] 钱自卫,姜振泉,曹丽文,等. 弱胶结孔隙介质渗透注浆模型试验研究[J]. 岩土力学,2013,34(1):139–142.(QIAN Ziwei,JIANG Zhenquan,CAO Liwen,et al. Experiment study of penetration grouting model for weakly cemented porous media[J]. Rock and Soil Mechanics,2013,34(1):139–142.(in Chinese))
[20] ZHAO J H,CHEN J T,XING H L,et al. Dynamic mechanical response and movement evolution characteristics of fault systems in the coal mining process[J]. Pure and Applied Geophysics,2022,179:233–246.
[21] 谢小锋. 高水压大采高注浆加固工作面底板突水机制及其应用[博士学位论文][D]. 北京:中国矿业大学(北京),2018.(XIE Xiaofeng. Study on floor water inrush mechanism and its application in grouting reinforcement working face under high water pressure and large mining height[Ph. D. Thesis][D]. Beijing:China University of Mining and Technology(Beijing),2018.(in Chinese))
[22] 李仕杰,黄 震,廖永斌,等. 深部巷道断层破碎带渗透性测试及动态监测研究[J]. 煤矿安全,2019,50(7):50–55.(LI Shijie,HUANG Zhen,LIAO Yongbin,et al. Study on permeability test and dynamic monitoring of fault in deep roadway[J]. Safety in Coal Mines,2019,50(7):50–55.(in Chinese))
[23] 马 丹,段宏宇,张吉雄,等. 断层破碎带岩体突水灾害的蠕变﹣冲蚀耦合力学特性试验研究[J]. 岩石力学与工程学报,2021,40(9):1 751–1 763.(MA Dan,DUAN Hongyu,ZHANG Jixiong,et al. Experimental investigation of creep-erosion coupling mechanical properties of water inrush hazards in fault fracture rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(9):1 751–1 763.(in Chinese))
[24] 张 鹏,朱学军,孙文斌,等. 采动诱发充填断层活化滞后突水机制研究[J]. 煤炭科学技术,2022,50(3):136–143.(ZHANG Peng,ZHU Xuejun,SUN Wenbin,et al.Study on the mechanism of delayed water inrush caused by mining-induced filling fault activation[J]. Coal Science and Technology,2022,50(3):136–143.(in Chinese))
[25] 李利平,李术才,石少帅,等. 基于应力–渗流–损伤耦合效应的断层活化突水机制研究[J]. 岩石力学与工程学报,2011,30(1):3 295–3 304.(LI Liping,LI Shucai,SHI Shaoshuai,et al. Water inrush mechanism study of fault activation induced by coupling effect of stress-seepage-damage[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):3 295–3 304.(in Chinese))
[26] 刘泉声,雷广峰,卢超波,等. 注浆加固对岩体裂隙力学性质影响的试验研究[J]. 岩石力学与工程学报,2017,36(1):3 140–3 147. (LIU Quansheng,LEI Guangfeng,LU Chaobo,et al. Experimental study of grouting reinforcement influence on mechanical properties of rock fracture[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(1):3 140–3 147.(in Chinese))
[27] ]谭云亮,张 强. 深部巷道围岩热–固耦合条件下的变形破坏数值分析[J]. 山东科技大学学报,2016,35(2):29–37.(TAN Yunliang,ZHANG Qiang. Numerical analysis of surrounding rock deformation and failure in deep roadway under the condition of thermal-solid coupling[J]. Journal of Shandong University of Science and Technology,2016,35(2):29–37.(in Chinese))
[28] 李文洲,康红普. 深部裂隙煤岩体变形破坏机制及高压注浆改性强化试验研究[J]. 煤炭学报,2021,46(3):912–923.(LI Wenzhou,KANG Hongpu. Deformation failure mechanism of fractured deep coal-rock mass and high-pressure grouting modification strengthening testing[J]. Journal of China Coal Society,2021,46(3):912–923.(in Chinese))
[29] 陈军涛,郭惟嘉,尹立明,等. 深部开采底板裂隙扩展演化规律试验研究[J]. 岩石力学与工程学报,2016,35(11):2 298–2 306. (CHEN Juntao,GUO Weijia,YIN Liming,et al. Experimental study of floor cracking under deep mining[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(11):2 298–2 306.(in Chinese))