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煤层开采后覆岩破坏高度研究综述及展望
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  • 英文篇名:Research Status and Development Tendency of the Height of Cover Rock Destruction after Seam Mining
  • 作者:王晓蕾
  • 英文作者:WANG Xiao-lei;Department of Mining Engineering,Lüliang University;
  • 关键词:矿业工程 ; 覆岩破坏 ; 机理 ; 测试方法
  • 英文关键词:mining engineering;;overburden failure;;mechanism;;test method
  • 中文刊名:KXJS
  • 英文刊名:Science Technology and Engineering
  • 机构:吕梁学院矿业工程系;
  • 出版日期:2019-01-18
  • 出版单位:科学技术与工程
  • 年:2019
  • 期:v.19;No.471
  • 语种:中文;
  • 页:KXJS201902001
  • 页数:10
  • CN:02
  • ISSN:11-4688/T
  • 分类号:6-15
摘要
覆岩破坏高度对于煤矿瓦斯以及水灾害防治具有重要意义。从覆岩破坏空间形态、覆岩破坏机理、覆岩破坏研究方法三个方面详细阐述了中国煤层开采后覆岩破坏高度存在的问题。并针对目前存在的问题,提出了相似模拟法数字岩心以及3D打印还原岩心技;未来现场测试从工作面开采时进行直到整个工作面回采完毕的实时监测技术;先总结各矿区的覆岩破坏高度经验公式,进而提出适应目前开采工艺的经验公式;模拟软件克服单一条件的模拟,能够结合众多影响覆岩发育规律的条件进行模拟。
        The failure height of overburden rock is of great significance to the prevention and control of gas and water disasters in coal mines. From three aspects: the space form of overburden failure,the mechanism of overburden failure and the research method of overburden rock failure,the existing problems of overlying rock failure height after coal seam mining in China are expounded in detail. Aiming at the existing problems,the digital core and 3D printing and reducing core technology of similar analogue method,real-time monitoring technology of field test from face to face are put forward until the whole face is finished. The empirical formula of overburden failure height in each mining area is summarized firstly,and then the empirical formula adapted to the current mining technology is put forward,and the simulation software can overcome the simulation of single condition and can be combined with many conditions that affect the overburden development law.
引文
1薛熠,滕腾,王希贺,等.采场顶板破断模型及垮落规律分析[J].科学技术与工程,2016,16(7):156-161Xue Yu,Teng Teng,Wang Xihe,et al.Analysis of fracturing model and caving law of stope roof[J].Science Technology and Engineering,2016,16(7):156-161
    2熊祖强,王晓蕾.承压水上工作面破坏及裂隙演化相似模拟试验[J].地下空间与工程学报,2014,10(5):1114-1120Xiong Zuqiang,Wang Xiaolei.Similar simulation for breakage law and cracks evolution of working face in coal mining above aquifer[J].Chinese Journal of Underground Space and Engineering,2014,10(5):1114-1120
    3熊祖强,王晓蕾.承压水上开采煤层底板构造及富水性综合物探技术[J].中国安全生产科学技术,2014,10(12):175-181Xiong Zuqiang,Wang Xiaolei.Technology of synthetic geophysical techniques on structure and water abundance in coal seam floor above aquifer[J].Journal of Safety Science and Technology,2014,10(12):175-181
    4熊祖强,王晓蕾.复合顶板综放面覆岩破坏及裂隙演化相似模拟试验[J].中国安全生产科学技术,2014,10(10):22-28Xiong Zuqiang,Wang Xiaolei.Similarity simulation test on overburden failure and cracks evolution under conditions of compound roof in full-mechanized top coal caving faces[J].Journal of Safety Science and Technology,2014,10(10):22-28
    5熊祖强,王晓蕾.深埋特厚煤层综放开采覆岩破坏与裂隙演化特征[J].东北大学学报(自然科学版),2015,36(增刊1):10-15Xiong Zuqiang,Wang Xiaolei.Overbruden failure and fissure development characteristics of deep buried extra thick coal seam and fullymechanized caving mining[J].Journal of Northeastern University(Natural Science),2015,36(S1):10-15
    6熊祖强,王晓蕾,刘成威,等.一次采全高综采工作面覆岩冒落带动态发育特征[J].岩石力学与工程学报,2014,33(8):3692-3698Xiong Zuqiang,Wang Xiaolei,Liu Chengwei,et al.Dynamic development characteristics of caving zone overburden strata fully-mechanized mnining stope under one-pass mining[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(8):3692-3698
    7刘英锋,王世东,王晓蕾.深埋特厚煤层综放开采覆岩导水裂缝带发育特征[J].煤炭学报,2014,39(10):1970-1976Liu Yingfeng,Wang Shidong,Wang Xiaolei.Development characteristics of water flowing fractured zone of overburden deep buried extra thick coal seam and fully-mechanized caving mining.Journal of China Coal Society,2014,39(10):1970-1976
    8熊祖强,王晓蕾.矿井相对瓦斯涌出量动态无偏灰色马尔科夫预测[J].安全与环境学报,2013,15(3):15-18Xiong Zuqiang,Wang Xiaolei.Application of the markov bias-free dynamic grey model for the relative gas gush-out rate predict[J].Journal of Safety and Environment,2013,15(3):15-18
    9王晓蕾,秦启荣,范存辉,等.下保护层开采时上覆煤层裂隙演化规律的研究[J].世界科技研究与发展,2015,37(6):663-667Wang Xiaolei,Qin Qirong,Fan Cunhui,et al.Researches on fracture evolution law of overburden coal layer of below protective seam mining[J].World Science Technology Research and Develop,2015,37(6):663-667
    10王晓蕾,秦启荣,熊祖强,等.层次注浆工艺在松软巷道破碎围岩加固中的应用[J].地下空间与工程学报,2017,13(1):206-212Wang Xiaolei,Qin Qirong,Xiong Zuqiang,et al.Applications of level grouting process in soft roadway to reinforce broken surrounding rock[J].Chinese Journal of Underground Space and Engineering,2017,13(1):206-212
    11钱鸣高,缪协兴,何富连.采场“砌体梁”结构的关键块分析[J].煤炭学报,1994,19(6):557-563Qian Minggao,Miu Xiexing,He Fulian.Analysis of key blocks of masonry beam structure in stope[J].Journal of China Coal Society,1994,19(6):557-563
    12钱鸣高,缪协兴,许家林.岩层控制中的关键层理论研究[J].煤炭学报,1996,21(3):221-230Qian Minggao,Miu Xiexing,Xu Jialin.Research on key layer theory in strata control[J].Journal of China Coal Society,1994,19(3):221-230
    13宋振骐,蒋宇静,刘健康.“实用矿山压力控制”的理论和模型[J].煤炭科技,2017(2):1-10Song Zhenqi,Jiang Yujing,Liu Jiankang.Theory and model of“practical method of mine pressure control”[J].Coal Science and Technology Magazine,2017(2):1-10
    14国家安全生产监督管理总局.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规范[M].北京:煤炭工业出版社,2017State Administration of Work Safety.Specification for coal pillar retention and coal mining in buildings,water bodies,railways and main roadways[M].Beijing:China Coal Industry Publishing House,2017
    15许武,夏玉成,杜荣军,等.导水裂隙带预计经验公式的“三性”探究[J].矿业研究与开发,2013,33(6):63-67Xu Wu,Xia Yucheng,Du Rongjun,et al.Study on three properties of the empirical formula for estimating the height of water-flowing fractured zone[J].Mining Research and Development,2013,33(6):63-67
    16马雄德,王苏健,蒋泽泉,等.神南矿区采煤导水裂隙带高度预测[J].西安科技大学学报,2016,36(5):664-668Ma Xingde,Wang Sujian,Jiang Zequan,et al.Prediction on the height of water-flowing fractured zone in southern Shenmu mine[J].Journal of Xi'an University of Science and Technology,2016,36(5):664-668
    17乔小龙.大采高综放开采覆岩破坏特征和裂隙演化规律[J].工程地质学报,2017,25(3):858-866Qiao Xiaolong.Failure characteristic and fracture evolution law of overburden of thick coal in fully mechanized sub-level caving mining[J].Journal of Engineering Geology,2017,25(3):858-866
    18唐春安,赵文.岩石破裂全过程分析软件系统RFPA2D[J].岩石力学与工程学报,1997,16(5):507-508Tang Chunan,Zhao Wen.RFPA2D system for rock failure process analysis[J].Chinese Journal of Rock Mechanics and Engineering,1997,16(5):507-508
    19唐春安,徐曾和,徐小荷.岩石破裂过程分析RFPA2D系统在采场上覆岩层移动规律研究中的应用[J].辽宁工程技术大学学报(自然科学报),1999,18(5):456-458Tang Chunan,Xu Zenghe,Xu Xiaohe.Failure process analysis software RFPA2D in the mining field in the study of the law of overlying strat movement[J].Liaoning Engineering Technology University Journal(Natural Science),1999,18(5):456-458
    20石永生,张宏伟,王志辉.RFPA岩石破断过程分析系统软件的应用[J].洁净煤技术,2006,12(1):82-84Shi Yongsheng,Zhang Hongwei,Wang Zhihui.Application of RFPArock breaking process analysis system software[J].Clean Coal Technology,2006,12(1):82-84
    21温彦良,常来山,张宏伟.急倾斜煤层顶板垮落过程的RFPA数值模拟研究[J].中国矿业,2011,20(1):111-112Wen Yanliang,Chang Laishan,Zhang Hongwei.Numerical simulation study on roof failure process in steep-inclined coal seam with RFPA[J].China Mining Magazine,2011,20(1):111-112
    22王俭.覆岩裂隙演化的RFPA数值模拟研究[J].煤炭技术,2014,33(16):56-58Wang Jian.Numerical simulation research on cracks evolution of overburden strata by RFPA[J].Coal Technology,2014,33(6):56-58
    23段俭君.基于RFPA2D的煤层开采冒裂带发育高度预测分析[J].河北工程大学学报(自然科学版),2013,30(2):76-79Duan Jianjun.The predictive parsing of the development height of seam mining'crack zone based on RFPA2D[J].Journal of Hebei University of Engineering(Natural Science Edition),2013,30(2):76-79
    24许延春,张玉卓.应用离散元法分析采矿引起厚松散层变形的特征[J].煤炭学报,2002,27(3):268-272Xu Yanchun,Zhang Yuzhuo.Deformation characteristics of the thick unconsolidated layers due to mining by UDEC[J].Journal of China Coal Society,2002,27(3):268-272
    25郝志勇,林柏泉,张家山,等.基于UDEC的保护层开采中覆岩移动规律的数值模拟与分析[J].中国矿业,2007,16(7):81-84Hao Zhiyong,Lin Boquan,Zhang Jiashan,et al.Numerical simulation and analysis of the law of overlaying strata movementin the mining of protective layers of coal seams based on UDEC[J].China Mining Magazine,2007,16(7):81-84
    26李树刚,潘宏宇,赵庆民,等.亭南煤矿综放开采矿山压力数值模拟[J].辽宁工程技术大学学报(自然科学版),2009,28(1):9-12Li Shugang,Pan Hongyu,Zhao Qingmin,et al.Numerical simulation analysis of underground pressure in fully mechanized top-coal caving face of Tingnan coal mine[J].Journal of Liaoning Technical University(Natural Science),2009,28(1):9-12
    27高保彬,高佳佳,袁东升.基于UDEC的大采高覆岩破裂的模拟与分析[J].湖南科技大学学报(自然科学版),2013,28(2):1-6Gao Baobin,Gao Jiajia,Yuan Dongsheng.Simulation and analysis of overlying strata fracture in large mining height top-coal caving face of coal seams based on UDEC[J].Journal of Hunan University of Science and Technology(Natural Science Edition),2013,28(2):1-6
    28杨卓明,赵耀江,吴兵.基于UDEC采场上覆岩层应力分布及破坏规律研究[J].煤炭技术,2014,33(8):267-270Yang Zhuoming,Zhao Yaojiang,Wu Bing.Study of stope overburden stress distribution and destruction rule based on UDEC[J].Coal Technology,2014,33(8):267-270
    29李振峰,靳晓敏.应用UDEC进行顶板“三带”范围划分的数值模拟研究[J].矿业安全与环保,2015,42(4):21-24Li Zhenfeng,Jin Xiaomin.Numerical simulation research on scope division of“three zones”in roof with UDEC[J].Mining Safety and Enviromental Protection,2015,42(4):21-24
    30谢和平,周宏伟,王金安,等.FLAC在煤矿开采沉陷预测中的应用及对比分析[J].岩石力学与工程学报,1999,18(4):397-401Xie Heping,Zhou Hongwei,Wang Jin'an,et al.Application of flac to predict ground surface displacements due to coal extraction and its comparative analysis[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(4):397-401
    31尹光志,鲜学福,代高飞,等.大倾角煤层开采岩移基本规律的研究[J].岩土工程学报,2001,23(4):450-453Yin Guangzhi,Xian Xuefu,Dai Gaofei,et al.Basic behaviour of strata movement in seam with deep dip angle[J].Chinese Journal of Geotechnical Engineering,2001,23(4):450-453
    32尹尚先,汪益敏.采矿工作面推进的准动态FLAC数值模拟[J].华南理工大学学报(自然科学版),2003,31(1):124-126Yin Shangxian,Wang Yimin.A pseudo-dynamic FLAC numerical simulation of working face moving forwards in mining process[J].Journal of South China University of Technology(Natural Science Edition),2003,31(1):124-126
    33刘玉成.煤层开采地表移动过程的FLAC3D模拟研究[J].煤炭科学技术,2012,40(5):93-95Liu Yucheng.Study on FLAC3D simulation of surface ground movement process for underground seam mining[J].Coal Science and Technology,2012,40(5):93-95
    34李培现,谭志祥,顾伟,等.基于FLAC的导水断裂带分布规律模拟研究[J].煤炭科学技术,2015,43(4):31-34Li Peixian,Tan Zhixiang,Gu Wei,et al.Simulation study on distribution law of water flow crack zone based on FLAC[J].Coal Science and Technology,2015,43(4):31-34
    35方传峰,余传玉,史存丁,等.基于FLAC3D模型动态更新的自然崩落法开采过程模拟技术[J].中国安全生产科学技术,2018,14(15):89-94Fang Chuanfeng,Yu Chuanyu,Shi Cunding,et al.Simulation technology of mining process by natural caving method based on FLAC3D model with dynamic update[J].Journal of Safety Science and Technology,2018,14(5):89-94
    36张永吉,于福元,张绍文.综放开采覆岩破坏及顶煤冒落的相似模拟研究[J].阜新矿业学院学报(自然科学版),1995,14(2):40-43Zhang Yongji,Yu Fuyuan,Zhang Shaowen.The similarity-simulation study of breaking of overlying strata and falling of top-coal in fully-mechanized drawing coal workface[J].Journal of Fuxin Mining Institute(Natural Science),1995,14(2):40-43
    37翟新献.放顶煤工作面顶板岩层移动相似模拟研究[J].岩石力学与工程学报,2002,21(11):1667-1671Zhai Xinxian.Simulation testing study on roof strata displacement of top-coal caving face[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(11):1667-1671
    38郜进海,康天合,靳钟铭,等.巨厚薄层状顶板回采巷道围岩裂隙演化规律的相似模拟试验研究[J].岩石力学与工程学报,2004,23(1):3292-3297Gao Jinhai,Kang Tianhe,Ji Zhongming,et al.Similar simulation study on crack development law of surrounding rocks of roadway with great-thick thin bedded top roof[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(1):3292-3297
    39闫德忠,陈毅东,刘维杰.大采高综放工作面应力分布相似模拟研究[J].煤炭工程,2010,42(12):70-21Yan Dezhong,Chen Yidong,Liu Weijie.Simulation study on stress distribution similarity of fully-mechanized caving face with large mining height[J].Coal Engineering,2010,42(12):70-21
    40齐黎明,张旭锟.松软煤层裂隙发育规律相似模拟实验研究[J].煤炭技术,2018,37(15):156-158Qi Liming,Zhang Xukun.Similarity simulation experiment on fracture development law of soft coal seam[J].Coal Technology,2018,37(5):156-158
    41葛修润,王川婴.数字式全景钻孔摄像技术与数字钻孔[J].地下空间,2001,21(4):254-261Ge Xiurun,Wang Chuanying.Digital panoramic borehole cam era technique and digital borehole[J].Underground Space,2001,21(4):254-261
    42张玉军,张华兴,陈佩佩.覆岩及采动岩体裂隙场分布特征的可视化探测[J].煤炭学报,2008,33(11):1216-1219Zhang Yujun,Zhang Huaxing,Chen Peipei.Visual exploration of fissure field of overburden and rock[J].Journal of China Coal Society,2008,33(11):1216-1219
    43张军胜.基于钻孔电视探测技术的冒落带发育高度确定[J].煤炭技术,2015,34(3):103-105Zhang Junsheng.Height detection of caving zone based on borehole television technology[J].Coal Technology,2015,34(3):103-105
    44张刚艳,颜丙双,邹友平.厚黄土覆盖层下覆岩采动裂缝闭合特征及应用研究[J].煤矿开采,2018,23(3):67-71Zhang Gangyan,Yan Bingshuang,Zou Youping.Studying on mining cracks closure characters of overburden under thickly loess layer and it's application[J].Coal Mining Technology,2018,23(13):67-71
    45范志胜,程敏.应用井下仰孔分段注水观测导水断裂带高度[J].矿业安全与环保,2010,37(6):75-77Fan Zhisheng,Cheng Min.Observation of the height of water-conducting fault zone by sublevel injection of downhole upside-down hole[J].Mining Safety and Environmental Protection,2010,37(6):75-77
    46吕立斌.仰孔分段注水法钻探与高抽巷优化布置研究[J].江西煤炭科技,2018(2):71-73LüLibin.Study on optimal layout of sublevel injection drilling and high pumping roadway with upside-down hole[J].Jiangxi Coal Science and Technology,2018(2):71-73
    47刘武皓,文学宽.地球物理勘探在探测煤矿采空区覆岩“两带”中的应用[J].北京地质,1999(1):18-24Liu Wuhao,Wen Xuekuan.Application of determing the caving zone and the water flowing fractured zone in the cover strata of mine goaf by geophysical prospecting methods[J].Beijing Geology,1999(1):18-24
    48刘建东.基于声发射与微震技术的新型岩体稳定性监测系统及应用[J].有色金属(矿山部分),2008,60(4):32-35Liu Jiandong.A new system based on ae-mst echnology for monitoring stability of rock mass and its application[J].Nonferrous Metalls(Mining Sciences),2008,60(4):32-35
    49田根国.采空区覆岩冒裂带发育高度预测综述[J].露天采矿技术,2013(1):26-29Tian Genguo.Overview of overlying strata caving and rock fracture zone development height prediction of goaf[J].Opencast Mining Technology,2013(1):26-29
    50 Zhan P,Ma N J,Jiang W,et al.Combined support technology of large section roadway in high-stress fractured surrounding rock[J].Procedia Engineering,2011,26(3):1270-1278
    51 Li X H,Yao Q L,Man J K,et al.Development of fractures in soft rock surrounding a roadway and their control[J].Mining Science and Technology(China),2011,21(4):573-579
    52 Tunsakul J,Jongpradist P,Soparat P,et al.Analysis of fracture propagation in a rock mass surrounding a tunnel under high internal pressure by the element-free Galerkin method[J].Computers and Geotechnics,2014,55(1):78-90
    53 Wang F T,Zhang C,Wei S F,et al.Whole section anchor-grouting reinforcement technology and its application in underground roadways with loose and fracturedsurrounding rock[J].Tunnelling and Underground Space Technology,2016,51(1):133-143
    54 Nnqvist M L,Kmark H H.Thermal,mechanical and thermo-mechanical assessment of the rock mass surrounding SKB's prototype repository at a spo HRL[J].Rock Mechanics and Rock Engineering,2016,49(5):1123-1142
    55孙超,高明中.大采高与分层开采工作面采场围岩结构特征比较[J].世界科技研究与发展,2013,35(1):84-87Sun Chao,Gao Mingzhong.Comparison on structure characteristics of overlying strata between large mining height and slicing face[J].World Science Technology Research and Develop,2013,35(1):84-87
    56王英博,王晓麟,刘博.“三软”大倾角厚煤层大采高综采工作面应力分布规律研究[J].世界科技研究与发展,2013,35(1):141-146Wang Yingbo,Wang Xiaoling,LiuBo.Law of stress distribution with three-soft big angle thick seam and height mechanized mining working face[J].World Science Technology Research and Develop,2013,35(1):141-146
    57邢敏.破碎回采巷道围岩注浆加固机理与工艺研究[D].太原:太原理工大学,2015Xing Min.Broken tunnel surrounding rock grouting reinforcement mechanism and process study[D].Taiyuan:Taiyuan University of Technology,2015
    58 Zhang N,Wang C,Xu X L,et al.Argillisation of surrounding rock due to water seepage and anchorage performance protection[J].Materials Research Innovations,2011,15(1):582-585
    59 Chen Y L,Meng Q B,Xu G,et al.Bolt-grouting combined support technology in deep soft rock roadway[J].International Journal of Mining Science and Technology,2016,15(6):777-785
    60 Zhan P,Ma N J,Jiang W,et al.Combined support technology of large section roadway in high-stress fractured surrounding rock[J].Sciverse Science Direct,2011,26(4):1270-1278
    61 Shan L S,Xu B.Classification of rocks surrounding tunnel based on factor analysis and fisher discriminant analysis[J].Journal of Highway and Transponation Research and Development,2015,9(4):50-57
    62 Shi S S,Li S C,Li L P,et al.Advance optimized classification and application of surrounding rock based on fuzzy analytic hierarchy process and tunnel seismic prediction[J].Automation in Construction,2014,37(2):217-222
    63 Sun H,Zheng Y R,Wang Z Q,et al.Discussion and determination to surrounding rock classification of metal mine[J].Procedia Engineering,2011,26(6):1740-1748
    64 Qiu D H,Li S C,Zhang L W,et al.Application of GA-SVM in classification of surrounding rock based on model reliability examination[J].Mining Science and Technology,2010,20(3):428-433
    65 Zhang W,Li X B,Gong F Q.Stability classification model of minelane surrounding rock based on distance discriminant analysis method[J].Journal of Central South University,2008,15(1):117-120
    66豆海军.复合水泥基-水玻璃双液注浆材料性能及微观特性研究[D].北京:中国地质大学(北京),2002Dou Haijun.Investigation on the performance and microscopic characteristics of complex cementitious-sodium silicate two-shot grouting materials[D].Beijing:China University of Geosciences(Beijing),2002
    67李召峰.富水破碎岩体注浆材料研发与注浆加固机理研究及应用[D].济南:山东大学,2011Li Zhaofeng.Development and application of grouting material and the reinforcement mechanism for rich-water broken rock mass[D].Jinan:Shandong University,2011
    68杨湘涛.水力压裂技术在低透气性煤层瓦斯抽采中的应用[J].能源与环保,2018,40(11):66-70Yang Xiangtao.Application of hydraulic fracturing technology in gas drainage of low permeability coal seam[J].China Energy and Environmental Protection,2018,40(11):66-70
    69 Silvaa R A,Oliveiraa D V,Schueremansb L,et al.Effectiveness of the repair of unstabilised rammed earth with injection of mud grouts[J].Construction and Building Materials,2016,127:861-871
    70 Bellendir E N,Aleksandrov A V,Zertsalov M G.Building and structure protection and leveling using compensation grouting technology[J].Power Technology and Engineering,2016,50(2):142-146
    71 Magdaléna K,Rostislav D,VítCˇ.Technology of remediation of embankment dams by optimal grout[J].Procedia Engineering,2016,151:257-264
    72 Wang F T,Zhang C,Wei S F,et al.Whole section anchor-grouting reinforcement technology and its application in underground roadways with loose and fractured surrounding rock[J].Tunnelling and Underground Space Technology,2016,51:133-143
    73 Zhao Y H.Forward horizontal grouting technology of subway station ends[J].Advanced Materials Research,2014,106:100-108
    74 Marco B E,Marco B M,Andrea R E.Consolidation grouting using horizontal directional drilling technology in the praga district of warsaw prior to TBM tunneling[J].Geomechanics and Tunnelling,2014,7(3):248-254
    75 Kurt K.Grouting technology in tunneling in jektion stechnik in tunnel[J].Geomechanik and Tunnelbau,2013,6(3):261-273
    76张民庆,张文强,孙国庆.注浆效果检查评定技术与应用实例[J].岩石力学与工程学报,2006,25(2):3909-3918Zhang Minqing,Zhang Wenqiang,Sun Guoqing.Evaluation technique of grouting effect and its application to engineering[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(2):3909-3918
    77王晓亮.地下工程注浆效果综合评价技术研究[D].北京:北京市市政工程研究院,2009Wang Xiaoliang.Study on comprehensive evaluation technology of grouting effect in underground engineering[D].Beijing:Beijing Municipal Engineering Research Institute,2009
    78程鹏达.孔隙地层中粘性时变注浆浆液流动特性研究[D].上海:上海大学,2011Cheng Pengda.The characteristic research of time-varying viscous grout in porous stratum[D].Shanghai:Shanghai University,2011
    79 Zhou H,Xiao M,Chen J T.Analysis of a numerical simulation method of fully grouted and anti-seismic support bolts in underground geotechnical engineering[J].Computers and Geotechnics,2016,76:61-74
    80胡巍.岩体裂隙与管道动水注浆浆液扩散封堵机理研究[D].徐州:中国矿业大学,2013Hu Wei.Grout diffusion and plugging mechanism in rockmass channel and fissures under hydrodynamic condition[D].Xuzhou:China University of Mining&Technology,2013

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