[7] |
FREEMAN T J. The behaviour of fully-bonded rock bolts in the Kielder experimental tunnel[J]. Tunnels and Tunnelling,1978,(7): 37-40.
|
[8] |
王明恕. 全长锚固锚杆机理的探讨[J]. 煤炭学报,1983,(1):40-47.(WANG Mingshu. Mechanism of fully-column rock bolt[J]. Journal of China Coal Society,1983,(1):40-47.(in Chinese))
|
[1] |
康红普,王金华. 煤巷锚杆支护理论与成套技术[M]. 北京:煤炭工业出版社,2007:105-143.(KANG Hongpu,WANG Jinghua. Rock bolting theory and complete technology for coal roadways[M]. Beijing:Coal Industry Press,2007:105-143.(in Chinese))
|
[2] |
王晓卿. 对拉锚杆、锚索的承载特性与加固效果分析[J]. 煤炭学报,2019,44(增2):430-438.(WANG Xiaoqing. Analysis for bearing characteristics and reinforcement effect of counter-pulled bolts and cables[J]. Journal of China Coal Society,2019,44(Supp.2):430-438.(in Chinese))
|
[5] |
张俊文. 深部大规模松软围岩巷道破坏分区理论分析[J]. 中国矿业大学学报,2017,46(2):292-299.(ZHANG Junwen. Analysis of the failure zone of large-scale soft surrounding rock roadway in deep[J]. Journal of China University of Mining and Technology,2017,46(2):292-299.(in Chinese))
|
[11] |
CAI Y,ESAKI T,JIANG Y J. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling[J]. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research,2004,19(6):607-618.
|
[15] |
刘国庆,肖 明,陈俊涛,等. 地下洞室全长黏结式锚杆受力分析方法[J]. 华中科技大学学报:自然科学版,2017,45(6):113-119. (LIU Guoqing,XIAO Ming,CHEN Juntao,et al. Stress analysis method of fully grouted rock bolt in underground caverns[J]. Journal of Huazhong University of Science and Technology:Natural Science,2017,45(6):113-119.(in Chinese))
|
[17] |
王晓卿,杨景贺,李建忠,等. 考虑脱锚的全长锚固锚杆典型工况力学特性分析[J]. 煤炭学报,2020,45(增2):599-608.(WANG Xiaoqing,YANG Jinghe,LI Jianzhong,et al. Analysis of mechanical properties of fully-grouted bolts considering de-bonding under typical conditions[J]. Journal of China Coal Society,2020,45(Supp.2): 599-608.(in Chinese))
|
[21] |
吕爱钟,刘宜杰,张晓莉. 圆形隧洞全长黏结锚杆力学分析的解析方法[J]. 岩石力学与工程学报,2018,37(7):1 561-1 573.(LV Aizhong,LIU Yijie,ZHANG Xiaoli. A theoretical solution for a circular tunnel reinforced by fully grouted rock bolts[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(7):1 561- 1 573.(in Chinese))
|
[25] |
侯公羽. 基于开挖面空间效应的围岩-支护相互作用机制[J]. 岩石力学与工程学报,2011,30(增1):2 871-2 877.(HOU Gongyu. Interaction mechanism between surrounding rock and support based on spatial effect of excavation face[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.1):2 871-2 877.(in Chinese))
|
[27] |
姚国圣,李镜培,谷拴成. 考虑岩体扩容和塑性软化的软岩巷道变形解析[J]. 岩土力学,2009,30(2):463-467.(YAO Guosheng,LI Jingpei,GU Shuancheng. Analytic solution to deformation of soft rock tunnel considering dilatancy and plastic softening of rock mass[J]. Rock and Soil Mechanics,2009,30(2):463-467.(in Chinese))
|
[31] |
朱训国,杨 庆,栾茂田,等. 围岩中原始垂直地应力对圆形隧洞全长注浆岩石锚杆应力分布模式的影响分析[J]. 岩石力学与工程学报,2009,28(增1):2 928-2 934.(ZHU Xunguo,YANG Qing,LUAN Maotian,et al. Effect analysis of initial vertical geostress in surrounding rock on stress distribution mode of fully grouted rock bolt in circular tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp 1):2 928-2 934.(in Chinese))
|
[3] |
CAI Y,JIANG Y J,DJAMALUDDIN I,et al. An analytical model considering interaction behavior of grouted rock bolts for convergence- confinement method in tunneling design[J]. International Journal of Rock Mechanics and Mining Sciences,2015,76:112-126.
|
[13] |
李英明,赵呈星,丛 利,等. 基于实际围岩变形的全长锚固锚杆杆体应力分布特征分析[J]. 煤炭学报,2019,44(10):2 966-2 973. (LI Yingming,ZHAO Chengxing,CONG Li,et al. Analysis of stress distribution characteristics of fully anchored bolt based on actual surrounding rock deformation[J]. Journal of China Coal Society,2019,44(10):2 966-2 973.(in Chinese))
|
[23] |
杨双锁,曹建平. 锚杆受力演变机理及其与合理锚固长度的相关性[J]. 采矿与安全工程学报,2010,27(1):1-7.(YANG Shuangsuo,CAO Jianping. Evolution mechanism of anchoring stress and its correlation with anchoring length[J]. Journal of Mining and Safety Engineering,2010,27(1):1-7.(in Chinese))
|
[33] |
陈建勋,乔 雄,王梦恕. 黄土隧道锚杆受力与作用机制[J]. 岩石力学与工程学报,2011,30(8):1 690-1 697.(CHEN Jianxun,QIAO Xiong,WANG Mengshu. Mechanism of stress and action of anchor bolt in loess tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(8):1 690-1 697.(in Chinese))
|
[35] |
吴润泽,刘元雪,彭国园,等. 弹性状态下全长黏结型纤维筋锚杆锚固性能的能量算法[J]. 采矿与安全工程学报,2018,35(5):918-924.(WU Runze,LIU Yuanxue,PENG Guoyuan,et al. An energy arithmetic of anchoring behavior of full-length bonding fiber reinforced plastic bolts under elastic state[J]. Journal of Mining and Safety Engineering,2018,35(5):918-924.(in Chinese))
|
[37] |
CARRANZA-TORRES C. Analytical and numerical study of the mechanics of rockbolt reinforcement around tunnels in rock masses[J]. Rock Mechanics and Rock Engineering,2009,42(2):175-228.
|
[10] |
LI C. Analytical models for rock bolts[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(8):1 013-1 029.
|
[20] |
靖洪文,苏海健,孟 波,等. 巷道锚杆锚固力学特性现场试验研究[J]. 中国矿业大学学报,2022,51(1):16-23.(JING Hongwen,SU Haijian,MENG Bo,et al. Field test research on anchorage mechanical characteristics of roadway bolt[J]. Journal of China University of Mining and Technology,2022,51(1):16-23.(in Chinese))
|
[30] |
沈明荣,陈键锋. 岩体力学[M]. 上海:同济大学出版社,2006:143-148.(SHEN Mingrong,CHEN Jianfeng. Rock mechanics[M]. Shanghai:Tongji University Press,2006:143-148.(in Chinese))
|
[18] |
黄明华,周 智,欧进萍. 拉力型锚杆锚固段拉拔受力的非线性全历程分析[J]. 岩石力学与工程学报,2014,33(11):2 190-2 199. (HUANG Minghua,ZHOU Zhi,OU Jinping. Nonlinear full-range analysis of load transfer in fixed segment of tensile anchors[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(11):2 190-2 199.(in Chinese))
|
[28] |
朱训国,杨 庆,栾茂田. 隧道围岩中全长注浆岩石锚杆的应力分布分析[J]. 岩土力学,2007,28(增1):173-177.(ZHU Xunguo,YANG Qing,LUAN Maotian. Study of reinforcement mechanics for fully grouting rock bolt in tunneling wall rock[J]. Rock and Soil Mechanics,2007,28(Supp.1):173-177.(in Chinese))
|
[38] |
周世昌,朱万成,于水生. 基于双指数剪切滑移模型的全长锚固锚杆荷载传递机制分析[J]. 岩石力学与工程学报,2018,37(增2):3 817- 3 825.(ZHOU Shichang,ZHU Wancheng,YU Shuisheng. Analysis of load transfer mechanism for fully grouted rockbolts based on the biexponential shear-slip model[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(Supp.2):3 817-3 825.(in Chinese))
|
[6] |
康红普,姜鹏飞,黄炳香,等. 煤矿千米深井巷道围岩支护-改性-卸压协同控制技术[J]. 煤炭学报,2020,45(3):845-864. (KANG Hongpu,JIANG Pengfei,HUANG Bingxiang,et al. Roadway strata control technology by means of bolting-modification-destressing in synergy in 1 000 m deep coal mines[J]. Journal of China Coal Society,2020,45(3):845-864.(in Chinese))
|
[16] |
朱训国,杨 庆. 全长注浆岩石锚杆中性点影响因素分析研究[J]. 岩土力学,2009,30(11):3 386-3 392.(ZHU Xunguo,YANG Qing. Analysis and study of influential factors for determining neutral point position of fully grouted rock bolt[J]. Rock and Soil Mechanics,2009,30(11):3 386-3 392.(in Chinese))
|
[26] |
袁 亮,薛俊华,刘泉声,等. 煤矿深部岩巷围岩控制理论与支护技术[J]. 煤炭学报,2011,36(4):535-543.(YUAN Liang,XUE Junhua,LIU Quansheng,et al. Surrounding rock stability control theory and support technique in deep rock roadway for coal mine[J]. Journal of China Coal Society,2011,36(4):535-543.(in Chinese))
|
[36] |
徐 飞,李术才,石少帅,等. 千枚岩隧道传统与新型支护结构现场对比试验研究[J]. 岩石力学与工程学报,2017,36(3):609-621.(XU Fei,LI Shucai,SHI Shaoshuai,et al. Field test comparison of traditional and new type supporting structures in a phyllite tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(3):609-621.(in Chinese))
|
[4] |
王卫军,袁 超,余伟健,等. 深部大变形巷道围岩稳定性控制方法研究[J]. 煤炭学报,2016,41(12):2 921-2 938.(WANG Weijun,YUAN Chao,YU Weijian,et al. Stability control method of surrounding rock in deep roadway with large deformation[J]. Journal of China Coal Society,2016,41(12):2 921-2 938.(in Chinese))
|
[9] |
姚显春,李 宁,陈蕴生. 隧洞中全长黏结式锚杆的受力分析[J]. 岩石力学与工程学报,2005,24(13):2 272-2 276.(YAO Xianchun,LI Ning,CHEN Yunsheng. Theoretical solution for shear stresses on interface of fully grouted bolt in tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(13):2 272-2 276.(in Chinese))
|
[12] |
陈 梁,茅献彪,陈彦龙. 考虑围岩峰后破坏的全锚锚杆受力特性[J]. 煤炭学报,2018,43(4):923-930.(CHEN Liang,MAO Xianbiao,CHEN Yanlong. Mechanical characteristics analysis of fully anchored bolts considering different post-peak failure models of surrounding rock[J]. Journal of China Coal Society,2018,43(4): 923-930.(in Chinese))
|
[14] |
赵宝华,金建伟,王光辉,等. 隧道围岩中全长黏结式锚杆受力的非线性分析[J]. 金属矿山,2022,(3):85-92.(ZHAO Baohua,JIN Jianwei,WANG Guanghui,et al. Nonlinear analysis on mechanical behavior of fully grouted bolt in tunnels[J]. Metal Mine,2022,(3):85-92.(in Chinese))
|
[19] |
肖同强,李化敏,李海洋,等. 不同锚固长度下锚杆拉拔特性研究[J]. 采矿与安全工程学报,2017,34(6):1 075-1 080.(XIAO Tongqiang,LI Huamin,LI Haiyang,et al. Pull-out properties of bolt with different anchorage length[J]. Journal of Mining and Safety Engineering,2017,34(6):1 075-1 080.(in Chinese))
|
[22] |
许 明,张永兴,阴 可. 砂浆锚杆的锚固及失效机理研究[J]. 重庆建筑大学学报,2001,23(6):10-15.(XU Ming,ZHANG Yongxing,YIN Ke. Study on anchorage and failure mechanism of motrar bolt[J]. Journal of Chongqing Jianzhu University,2001,23(6):10-15.(in Chinese))
|
[24] |
朱训国. 地下工程中注浆岩石锚杆锚固机理研究[博士学位论文][D]. 大连:大连理工大学,2007.(ZHU Xunguo. The reinforcement mechanics of fully grouted rock bolt in underground engineering[Ph. D. Thesis][D]. Dalian:Dalian University of Technology,2007.(in Chinese))
|
[29] |
刘泉声,白山云,肖春喜,等. 基于现场监控量测的龙潭隧道施工期围岩稳定性研究[J]. 岩石力学与工程学报,2007,26(10):1 982- 1 990.(LIU Quansheng,BAI Shanyun,XIAO Chunxi,et al. Study on the surrounding rock stability of Longtan tunnel based on in-situ monitoring measurements[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(10):1 982-1 990.(in Chinese))
|
[32] |
乔春生,张 清. 锚杆轴力分布与软弱岩体中隧道塑性区的关系[J]. 铁道学报,1999,21(2):72-75.(QIAO Chunsheng,ZHANG Qing. Study on the method to define the wall rocks loose zone with embedded displacement mete[J]. Journal of the China Railway Society,1999,21(2):72-75.(in Chinese))
|
[34] |
李鹏飞,黄靖络,陈柯屹,等. 隧道锚杆轴力时空特征的统计分析[J]. 现代隧道技术,2021,58(5):227-236.(LI Pengfei,HUANG Jingluo,CHEN Keyi,et al. Statistical analysis on temporal and spatial characteristics of the axial force of anchor bolts in tunnelling[J]. Modern Tunnelling Technology,2021,58(5):227-236.(in Chinese))
|