隧道施工过程巨石垮塌研究现状、问题与对策研究

摘要
参考文献
相关文章
推荐阅读
Metrics

下载:

PDF (14656KB)
输出: BibTeX | EndNote (RIS)

摘要在系统整理国内外研究资料的基础上,从岩体结构信息采集及集成、危石稳定可靠性分析、巨石垮塌灾害监测及防控等方面总结隧道巨石垮塌灾害的研究现状。系统阐述现有隧道巨石垮塌灾害的理论及技术缺陷,并对危石防控对策进行相关探讨,为隧道巨石垮塌灾害领域的研究提供理论基础。

	服务
	把本文推荐给朋友
	加入引用管理器
	E-mail Alert
	RSS
	（）
	作者相关文章
	李利平
	贺鹏
	石少帅
	刘洪亮
	胡杰
	秦承帅

关键词: 隧道工程巨石垮塌信息采集块体分析危石防控增强现实

Abstract: Based on the system research data at home and abroad, the rock mass structure information collection and integration, dangerous rock stability reliability analysis, rock collapse disaster monitoring and prevention were summarized and researched, in order to analyze the current research status of the tunnel rock collapse disasters. Combined with the research work, the theory and technical defects of rock collapse disaster were summarized, and the relevant prevention and control measures against dangerous rock fall were also analyzed, so as to provide theory basics for dangerous rock collapse during tunnel construction.

Key words: tunnel engineering dangerous rock collapse information collection block analysis prevention and control of dangerous block AR

收稿日期: 2019-03-21 出版日期: 2019-09-20 发布日期: 2019-11-13 期的出版日期: 2019-09-20

中图分类号:

U455

基金资助: 国家自然科学基金优秀青年科学基金资助项目(51722904);国家自然科学基金面上资助项目(51679131);国家自然科学基金青年资助项目(51609129);2019年度山东省交通运输科技计划资助项目(2019B47_1)

作者简介: 李利平(1981— ),男,河北邯郸人,博士,教授,博士生导师,国家优秀青年科学基金获得者,国家万人计划青年拔尖人才,主要研究方向为隧道及地下工程灾害防治. E-mail:yuliyangfan@163.com

引用本文:

李利平,贺鹏,石少帅,刘洪亮,胡杰,秦承帅. 隧道施工过程巨石垮塌研究现状、问题与对策研究[J]. 隧道与地下工程灾害防治, 2019, 1(3): 22-31.
LI Liping, HE Peng, SHI Shaoshuai, LIU Hongliang, HU Jie, QIN Chengshuai. Research status, problems and countermeasures of boulder collapse during tunnel construction. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(3): 22-31.

链接本文:

http://tunnel.sdujournals.com/CN/Y2019/V1/I3/22

[1]	谷德振. 岩体工程地质力学基础[M]. 北京:科学出版社, 1979.
[2]	ROSS BROWN D M, ATKINSON K B. Terrestrial photogrammetry in open-pits:1-description and use of the phototheodolite in mine surveying[J]. Inst Mining & Meteallurgy, 1972, 81(1):7-11.
[3]	REID T R, HARRISON J P. A semi-automated methodology for discontinuity trace detection in digital images of rock mass exposures[J]. International Journal of Rock Mechanics & Mining Sciences, 2000, 37(7):1073-1089.
[4]	范留明, 李宁.基于数码摄影技术的岩体裂隙测量方法初探[J].岩石力学与工程学报, 2005, 24(5):792-797. FAN Liuming, LI Ning.Study on rock mass joint measurement based on digital photogrammetry[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5):792-797.
[5]	周春霖, 朱合华, 李晓军.新奥法施工隧道掌子面红外照相及图像处理[J].岩石力学与工程学报, 2008(增刊1):3166-3172. ZHOU Chunlin, ZHU Hehua, LI Xiaojun. Application of infrared photography and image processing to tunnel construction with new austrian tunneling method [J]. Chinese Journal of Rock Mechanics and Engineering, 2008(Suppl.1):3166-3172.
[6]	赵峰.基于数字图像处理技术的岩体裂隙信息快速采集处理研究[D].哈尔滨:哈尔滨工业大学, 2011. ZHAO Feng. A study on rapid extraction of information of rock joint based on digital image processing technology[D].Harbin:Harbin Institute of Technology, 2011.
[7]	冷彪.基于数码成像的隧道掌子面地质信息系统研究[D].成都:西南交通大学, 2009. LENG Biao. Research of tunnel face geology information system based on digital image[D].Chengdu:Southwest Jiaotong University, 2009.
[8]	王凤艳, 陈剑平, 杨国东, 等.基于数字近景摄影测量的岩体结构面几何信息解算模型[J].吉林大学学报(地球科学版), 2012, 42(6):1839-1846. WANG Fengyan, CHEN Jianping, YANG Guodong, et al.Solution models of geometrical information of rock mass discontinuities based on digital close range photogrammetry[J]. Journal of Jilin University(Earth Science Editiong), 2012, 42(6):1839-1846.
[9]	郑健.岩体结构面几何参数获取的数字化方法及三维网络模型研究[D].南京:南京理工大学, 2016. ZHENG Jian. Digital method to acquire geometric parameters of discontinuity and research on 3D network model[D].Nanjing:Nanjing University of Science and Technology, 2016.
[10]	贾洪彪, 马淑芝, 唐辉明, 等.岩体结构面网络三维模拟的工程应用研究[J].岩石力学与工程学报, 2002(7):976-979. JIA Hongbiao, MA Shuzhi, TANG Huiming, et al.Study on engineering application of 3-D modeling of rock discontinuity network[J]. Chinese Journal of Rock Mechanics and Engineering, 2002(7):976-979.
[11]	MERRIEN-SOUKATCHOFF V, KORINI T, THORAVAL A. Use of an integrated discrete fracture network code for stochastic stability analyses of fractured rock masses[J].Rock Mechanics and Rock Engineering, 2012, 45(2):159-181.
[12]	吴顺川, 周喻, 高永涛, 等.等效岩体随机节理三维网络模型构建方法研究[J].岩石力学与工程学报, 2012, 31(增刊1):3082-3090. WU Shunchuan, ZHOU Yu, GAO Yongtao, et al. Research on construction method of stochastic joints 3D-network model of equivalent rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Suppl.1):3082-3090.
[13]	冯艳峰, 杨天鸿, 于庆磊, 等.节理岩体宏观力学参数尺寸效应的数值试验[J].东北大学学报(自然科学版), 2013, 34(7):1027-1030. FENG Yanfeng, YANG Tianhong, YU Qinglei, et al. Numerical test on size effect of macro-mechanical parameters of jointed rockmass[J]. Journal of Northeastern University Natural Science, 2013, 34(7):1027-1030.
[14]	郭亮, 李晓昭, 周扬一, 等.随机与确定耦合的裂隙岩体结构面三维网络模拟[J].岩土力学, 2016, 37(9):2636-2644. GUO Liang, LI Xiaozhao, ZHOU Yangyi, et al.Three-dimensional network simulation of fractured rock mass discontinuities based on stochastic-deterministic coupling[J].Rock and Soil Mechanics, 2016, 37(9):2636-2644.
[15]	王述红, 张紫杉, 王存根, 等.岩体结构面产状随机分布空间表征[J].东北大学学报(自然科学版), 2017, 38(1):121-125. WANG Shuhong, ZHANG Zishan, WANG Cungen, et al.Stochastic spatial characterization of structural plane occurrence in rockmass[J].Journal of Northeastern University(Natural Science), 2017, 38(1):121-125.
[16]	SHI G H, GOODMAN R E. Two-dimensional discontinuous deformation analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1985, 9: 541-556.
[17]	SHI G H. Block system modeling by discontinuous deformation analysis[M]. Southampton:Computation Mechanics Publications, 1993.
[18]	焦玉勇, 张秀丽, 李廷春. 模拟节理岩体破坏全过程的DDARF方法[M]. 北京:科学出版社, 2010.
[19]	石根华,一般自由面上多面节理生成、节理块切割与关键块搜寻方法[J]. 岩石力学与工程学报, 2006, 25(11):2161-2170. SHI Genhua. Producing joint polygons, cutting joint block and finding key blocks for general free surfaces[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(11):2161-2170.
[20]	YEUNGA M R, JANG Q H, SUN N.Validation of block theory and three-dimensional discontinuous deformation analysis as wedge stability analysis method[J]. International Journal of Rock Mechanics & Mining Sciences, 2003, 40(2):265-275.
[21]	MAULDON M. Key block probabilities and size distributions-a first model for impersistent 2-d fractures[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract, 1995, 32(6):575-583.
[22]	TONON F. Reliability analysis of rock mass response by means of random set theory[J].Reliability Engineering and System Safety, 2000, 70(3):263-282.
[23]	STARZEC P, ANDERSSON J. Application of two-level factorial design to sensitivity analysis of key block statistics from fracture geometry[J].International Journal of Rock Mechanics and Mining Sciences, 2002, 39(2):243-255.
[24]	MEHDI B, HAKAN S. Investigation of model uncertainty for block stability analysis[J].International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(5):824-836.
[25]	王英学.考虑节理分布的随机性和尺度影响的块状岩体稳定性分析[D].成都:铁道部科学研究院, 1999,37-45.
[26]	王渭明,仇圣华,秦文露,等.裂隙岩体巷道中的“危石”预测模型[J].岩石力学与工程学报,2000(2):215-218. WANG Weiming, CHOU Shenghua, QIN Wenlu, et al.Predition model of the dangerous rock in fractured rock roadway[J]. Chinese Journal of Rock Mechanics and Engineering, 2000(2):215-218.
[27]	张奇华.块体理论的应用基础研究与软件开发[D].武汉:武汉大学,2004. ZHANG Qihua. Basic study on application of block theory and development of analytical software[D].Wuhan: Wuhan University, 2004.
[28]	孙树林,朱杰.节理化岩质边坡的关键块体可靠度分析[J].岩石力学与工程学报,2007,26(1):131-136. SUN Shulin, ZHU Jie. Reliability analysis of key block for a jointed rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1):131-136.
[29]	申艳军, 徐光黎, 朱可俊.基于系统评价的块体可靠度指标分析及应用[J].岩土力学, 2011, 32(1):224-229. SHEN Yanjun, XU Guangli, ZHU Kejun.Analysis and application of reliability of blocks based on systematic quantitative methodology[J].Rock and Soil Mechanics, 2011, 32(1):224-229.
[30]	张瑞新,李泽荃,赵红泽,等.节理岩体关键块体稳定的概率分析[J].岩土力学,2014,35(5):1399-1405. ZHANG Ruixin, LI Zequan, ZHAO Hongze, et al.A probabilistic analysis of key block stability in jointed rock masses[J].Rock and Soil Mechanics, 2014, 35(5):1399-1405.
[31]	王存根,王述红,穆檄江,等.基于不稳定块体失效概率的开挖面稳定性分析[J].东北大学学报(自然科学版),2016,37(4):568-571. WANG Cungen, WANG Shuhong, MU Xijiang, et al.Stability analysis of excavation surface based on failure probability of unstable block[J]. Journal of Northeastern University(Natural Science), 2016, 37(4):568-571.

[1]	陈卫忠, 袁敬强, 黄世武, 杨磊. 富水风化花岗岩隧道突水突泥灾害防治技术[J]. 隧道与地下工程灾害防治, 2019, 1(3): 32-38.
[2]	王焕. 大直径泥水盾构穿越无加固条件沉降敏感带扰动控制技术研究[J]. 隧道与地下工程灾害防治, 2019, 1(2): 107-113.
[3]	谭忠盛. 热处理高强钢筋格栅在隧道工程应用的试验研究[J]. 隧道与地下工程灾害防治, 2019, 1(1): 86-92.
[4]	陈建勋,罗彦斌. 大跨度黄土公路隧道结构稳定性及控制技术研究[J]. 隧道与地下工程灾害防治, 2019, 1(1): 93-101.
[5]	李天斌,巫晨笛,孟陆波,高美奔. 隧道坍方动态分析与综合预警方法研究[J]. 隧道与地下工程灾害防治, 2019, 1(1): 111-118.

[1]	QIAN Qihu. Scientific use of the urban underground space to construction the harmonious livable and beautiful city[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 1 -7 .
[2]	WANG Zhechao, LI Wei, LIU Jie, GUO Jiafan, ZHANG Yupeng. A review on state-of-the-art of underground gas storage and causes of typical accidents[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -10 .
[3]	LIU Ning, ZHANG Chunsheng, ZHANG Chuanqing, CHU Weijiang, CHEN Pingzhi, . Analysis on lining structure safety of large hydraulic tunnel in deep-buried soft rock[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -8 .
[4]	GONG Qiuming, WU Fan, YIN Lijun. Study on the rock mixed ground under disc cutter by linear cutting tests[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -11 .
[5]	YAN Baoxu, ZHU Wancheng, HOU Chen. Theoretical analysis of maximum exposure height of the backfill when mining underground adjacent stope[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -11 .
[6]	FU Helin, HUANG Zhen, WANG Hui, ZHANG Jiabing, SHI Yue. Accident analysis and management of metro safety[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -12 .
[7]	JIAO Yuyong, ZHANG Weishe, OU Guangzhao, ZOU Junpeng, CHEN Guanghui. Review of the evolution and mitigation of the water-inrush disaster in drilling-and-blasting excavated deep-buried tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 36 -46 .
[8]	HONG Kairong. Study on rock breaking and wear of tbm hob in high-strength high-abrasion stratum[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 76 -85 .
[9]	RONG Xiaoli, WEN Zhu, HAO Yiqing, LU Hao, XIONG Ziming. Risk margin model of underground engineering based on possibility theory[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -10 .
[10]	JING Hongwen, YU Liyuan, SU Haijian, GU jincai, Yin Qian. Development and application of catastrophic experiment system for water inrush in surrounding rock of deep tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 102 -110 .

Viewed

Full text

Abstract

Cited

Shared

Discussed