Vibration velocity threshold of a tunnel adjacent to surrounding layered rocks under blasting load

Wu Liang; Li Feng; Lu Wenbo; Chen Ming; Xu Feng

doi:10.11883/1001-1455(2017)02-0208-07

Volume 37 Issue 2

Mar. 2017

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Explosion And Shock Waves > 2017 > 37(2): 208-214

Wu Liang, Li Feng, Lu Wenbo, Chen Ming, Xu Feng. Vibration velocity threshold of a tunnel adjacent to surrounding layered rocks under blasting load[J]. Explosion And Shock Waves, 2017, 37(2): 208-214. doi: 10.11883/1001-1455(2017)02-0208-07

Citation:

Wu Liang, Li Feng, Lu Wenbo, Chen Ming, Xu Feng. Vibration velocity threshold of a tunnel adjacent to surrounding layered rocks under blasting load[J]. Explosion And Shock Waves, 2017, 37(2): 208-214. doi: 10.11883/1001-1455(2017)02-0208-07

Citation:

PDF( 1594 KB)

Vibration velocity threshold of a tunnel adjacent to surrounding layered rocks under blasting load

doi: 10.11883/1001-1455(2017)02-0208-07

Wu Liang^{1, 2
,},
Li Feng^{1, 2, 4},
Lu Wenbo³,
Chen Ming³,
Xu Feng^{1, 2}

1.
College of Science, Wuhan University of Science and Technology, Wuhan 430065, Hubei, China
2.
Blasting Technology Research Center, CRPCE-WUST, Wuhan 430065, Hubei, China
3.
State Key Laboratory of Water Resource and Hydropower Engineering Science, Wuhan University, Wuhan 430072, Hubei, China
4.
Guizhou Xinlian Blasting Engineering Group Co Ltd, Guiyang 550002, Guizhou, China

Received Date: 2015-09-07
Rev Recd Date: 2015-11-18
Publish Date: 2017-03-25

Abstract

Abstract

Under a blasting load, the front side adjacent to blasting in an existing tunnel surrounded by layered rocks is apt to be destroyed, and therefore it is of critical importance to keep the tunnel safe from the destructive effects of the surrounding rocks cracks and damages that occur in a blasting disturbance. In this work, based on elastic mechanics and structural mechanics, we established a simplified mechanical model for the most dangerous point of the tunnel s blasting side, and obtained the stress formula that can calculate the stress at this point. We also analyzed the regular influence of such different factors as the ratio of the tunnel radius to the thickness of layer, the inclination angle, the central angle and depth of the surrounding layered rocks on the stress. In addition, using the theory of the maximum tensile stress, we calculated the surrounding rocks‘ critical vibration velocity that ensures the stability of the tunnel and obtained, according to the attenuation patterns of seismic wave propagation, the maximum charge of detonation for the construction of a new tunnel.
- stability of surrounding rock,
- blasting,
- tunnel,
- layered rock,
- vibration velocity

FullText(HTML)

References(22)

References

[1]	张志强, 何本国, 关宝树.节理岩体隧道围岩稳定性判定指标合理性研究[J].现代隧道技术, 2012, 49(1):12-19. doi: 10.3969/j.issn.1009-6582.2012.01.003 Zhang Zhiqiang, He Benguo, Guan Baoshu. A study of the criterion for the stability of a tunnel in a jointed rock mass[J]. Modern Tunnelling Technology, 2012, 49(1):12-19. doi: 10.3969/j.issn.1009-6582.2012.01.003
[2]	胡文清, 郑颖人, 钟昌云.木寨岭隧道软弱围岩段施工方法及数值分析[J].地下空间, 2004, 24(2):194-197. doi: 10.3969/j.issn.1673-0836.2004.02.013 Hu Wenqing, Zheng Yingren, Zhong Changyun. Construction method and numerical analysis on Muzhailing tunnel[J]. Underground Space, 2004, 24(2):194-197. doi: 10.3969/j.issn.1673-0836.2004.02.013
[3]	张黎明, 郑颖人, 王在泉, 等.有限元强度折减法在公路隧道中的应用探讨[J].岩土力学, 2007, 28(1):97-101. doi: 10.3969/j.issn.1000-7598.2007.01.018 Zhang Liming, Zheng Yingren, Wang Zaiquan, et al. Application of strength reduction finite element method to road tunnels[J]. Rock and Soild Mechanics, 2007, 28(1):97-101. doi: 10.3969/j.issn.1000-7598.2007.01.018
[4]	郑颖人, 赵尚毅, 邓楚键, 等.有限元极限分析法发展及其在岩土工程中的应用[J].中国工程科学, 2006, 8(12):39-61. doi: 10.3969/j.issn.1009-1742.2006.12.005 Zheng Yingren, Zhao Shangyi, Deng Chujian, et al. Development of finite element limit analysis method and its application to geotechnical engineering[J]. Engineering Science, 2006, 8(12):39-61. doi: 10.3969/j.issn.1009-1742.2006.12.005
[5]	郑颖人, 邱陈瑜, 张红, 等.关于土体隧洞围岩稳定性分析方法的探索[J].岩石力学与工程学报, 2008, 27(10):1968-1980. doi: 10.3321/j.issn:1000-6915.2008.10.003 Zheng Yingren, Qiu Chenyu, Zhang Hong, et al. Exploration of stability analysis methods for surrounding rocks of soil tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(10):1968-1980. doi: 10.3321/j.issn:1000-6915.2008.10.003
[6]	郑颖人, 邱陈瑜, 宋雅坤, 等.土质隧洞围岩稳定性分析与设计计算方法探讨[J].后勤工程学院学报, 2009, 25(3): 1-9. http://d.old.wanfangdata.com.cn/Periodical/hqgcxyxb200903001 Zheng Yingren, Qiu Chenyu, Song Yakun, et al. Exploration of stability analysia and design calculation methods of surrounding rocks in soil tunnel[J]. Journal of Logistical Engineering University, 2009, 25(10):1-9. http://d.old.wanfangdata.com.cn/Periodical/hqgcxyxb200903001
[7]	郑颖人, 徐浩, 王成, 等.隧洞破坏机理及深浅埋分界标准[J].浙江大学学报, 2010, 44(10):1851-1856. doi: 10.3785/j.issn.1008-973X.2010.10.002 Zheng Yingren, Xu Hao, Wang Cheng, et al. Research on the failure mechanism of tunnel and dividing line standard between shallow and deep bury[J]. Journal of Zhejiang University, 2010, 44(10):1851-1856. doi: 10.3785/j.issn.1008-973X.2010.10.002
[8]	边克信.爆破地震对地下构筑物的影响[J].中国矿山工程, 1981, 1(6):25-36. http://www.cnki.com.cn/Article/CJFDTOTAL-YSKS198106008.htm Bian Kexin. Influence of blasting seismic on underground structure[J]. China Mine Engineering, 1981, 1(6):25-36. http://www.cnki.com.cn/Article/CJFDTOTAL-YSKS198106008.htm
[9]	朱瑞赓, 李铮.爆炸地震波的现场测量及其安全距离[J].爆炸与冲击, 1982, 2(1):60-67. http://www.bzycj.cn/CN/abstract/abstract11301.shtml Zhu Ruigeng, Li Zheng. In-situ measurements of blasting seismic waves and their safety distance[J]. Explosion and Shock Waves, 1982, 2(1):60-67. http://www.bzycj.cn/CN/abstract/abstract11301.shtml
[10]	Singh P K. Blast vibration damage to underground coal mines from adjacent open-pit blasting[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(8):959-973. doi: 10.1016/S1365-1609(02)00098-9
[11]	Torano J, Rodríguez R, Diego I, et al. FEM models including randomness and its application to the blasting vibrations prediction[J]. Computers and Geotechnics, 2006, 33(1):15-28. doi: 10.1016/j.compgeo.2006.01.003
[12]	刘国华, 王振宇.爆破荷载作用下隧道的动态响应与抗爆分析[J].浙江大学学报, 2004, 38(2):204-209. doi: 10.3785/j.issn.1008-973X.2004.02.017 Liu Guohua, Wang Zhenyu. Dynamic response and blast-resistance analysis of a tunnel subjected to blast loading[J]. Journal of Zhejiang University, 2004, 38(2):204-209. doi: 10.3785/j.issn.1008-973X.2004.02.017
[13]	阳生权.小线间距施工隧道爆破地震影响下既有隧道围岩线性动力分析[J].工程爆破, 1998, 4(1):1-6. http://d.old.wanfangdata.com.cn/Periodical/gcbp199801001 Yang Shengquan. Linear dynamic analysis on rock-media of old tunnel affected by blasting vibration of new tunnel with small line-clearance[J]. Engineering Blasting, 1998, 4(1):1-6. http://d.old.wanfangdata.com.cn/Periodical/gcbp199801001
[14]	张庆松, 李利平, 李术才, 等.小间距隧道爆破动力特性试验研究[J].岩土力学, 2008, 29(10):2655-2660. doi: 10.3969/j.issn.1000-7598.2008.10.012 Zhang Qingsong, Li Liping, Li Shucai, et al. Experimental study of blasting dynamic vibration of closely adjacent tunnel[J]. Rock and Soild Mechanics, 2008, 29(10):2655-2660. doi: 10.3969/j.issn.1000-7598.2008.10.012
[15]	王明年, 潘晓马, 张成满, 等.邻近隧道爆破振动响应研究[J].岩土力学, 2004, 25(3):412-414. doi: 10.3969/j.issn.1000-7598.2004.03.017 Wang Mingnian, Pan Xiaoma, Zhang Chengmam, et al. Study of blasting vibration influence on close-spaced tunnel[J]. Rock and Soild Mechanics, 2004, 25(3):412-414. doi: 10.3969/j.issn.1000-7598.2004.03.017
[16]	毕继红, 钟建辉.邻近隧道爆破震动对既有隧道影响的研究[J].工程爆破, 2004, 10(4):69-73. doi: 10.3969/j.issn.1006-7051.2004.04.017 Bi Jihong, Zhong Jianhui. Study on influence of blasting vibration from excavation of a new tunnel on existed tunnel[J]. Engineering Blasting, 2004, 10(4):69-73. doi: 10.3969/j.issn.1006-7051.2004.04.017
[17]	吴亮, 钟冬望.不同布置条件下邻近隧道掘进爆破对既有隧道的影响[J].煤炭学报, 2009, 34(10):1339-1343. doi: 10.3321/j.issn:0253-9993.2009.10.008 Wu Liang, Zhong Dongwang. Effect of tunneling blasting on the existing adjacent tunnel under different conditions[J]. Journal of China Coal Society, 2009, 34(10):1339-1343. doi: 10.3321/j.issn:0253-9993.2009.10.008
[18]	王新宇, 邵珠山, 乔汝佳.小净距下穿铁路隧道爆破震动的响应研究[J].应用力学学报, 2013, 30(4):527-532. http://d.old.wanfangdata.com.cn/Periodical/yylxxb201304012 Wang Xinyu, Shao Zhushan, Qiao Rujia. Study on the dynamic responses of blasting vibration on undercrossing railway tunnel with small distance[J]. Chinese Journal of Applied Mechanics, 2013, 30(4):527-532. http://d.old.wanfangdata.com.cn/Periodical/yylxxb201304012
[19]	苏永贵, 赵跃堂.爆炸长波作用拱形坑道在不同侧压力系数下的应力与破坏分析[J].国防交通工程与技术, 2015, 13(1):50-53. http://d.old.wanfangdata.com.cn/Periodical/gfjtgcyjs201501013 Su Yonggui, Zhao Yuetang. A stress-and-failure analysis of an arched tunnel under the action of the long-wave explosion with different lateral-pressure coefficients[J]. Traffic Engineering and Technology for National Defence, 2015, 13(1):50-53. http://d.old.wanfangdata.com.cn/Periodical/gfjtgcyjs201501013
[20]	徐芝纶.弹性力学[M].北京:高等教育出版社, 2006:41-45.
[21]	李廉锟.结构力学[M].北京:高等教育出版社, 2004:130-132.
[22]	徐颖, 陈建平, 左昌群.武当群片岩隧道剪切型纵向裂缝破坏机理[J].中南大学学报(自然科学版), 2013, 44(7):2950-2957. http://d.old.wanfangdata.com.cn/Periodical/zngydxxb201307044 Xu Ying, Chen Jianpping, Zuo Cangqun. Shear type longitudinal cracks failure mechanism in Wudang group of schist tunnel[J]. Journal of Central South University (Science Edition), 2013, 44(7):2950-2957. http://d.old.wanfangdata.com.cn/Periodical/zngydxxb201307044

Relative Articles

[1]	XU Bangshu, DU Nianwei, WANG Shuaishuai, ZHOU Ren, GAO Xuan, ZHANG Wanzhi. Blasting damage characteristics of surrounding rock around the arch foot of horseshoe tunnel[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2024-0254
[2]	YANG Guoliang, BI Jingjiu, DONG Zhiwen, ZHAO Tongde, ZHAO Jianyu, ZHAO Kangpu. Fracturing mechanism of bedding shale under directional fracture-controlled blasting[J]. Explosion And Shock Waves, 2024, 44(6): 061001. doi: 10.11883/bzycj-2023-0336
[3]	ZHAO Ke, JIANG Nan, JIA Yongsheng, YAO Yingkang, ZHU Bin, ZHOU Chuanbo. Dynamic failure mechanism of gas pipeline with flange joint under blasting seismic wave[J]. Explosion And Shock Waves, 2021, 41(9): 095101. doi: 10.11883/bzycj-2020-0320
[4]	GONG Xiangchao, ZHONG Dongwang, SI Jianfeng, HE Li. Dynamic responses of hollow steel pipes directly buried in high-saturated clay to blast waves[J]. Explosion And Shock Waves, 2020, 40(2): 022202. doi: 10.11883/bzycj-2018-0443
[5]	YANG Jianhua, SUN Wenbin, YAO Chi, ZHANG Xiaobo. Mechanism of rock fragmentation by multi-hole blasting in highly-stressed rock masses[J]. Explosion And Shock Waves, 2020, 40(7): 075202. doi: 10.11883/bzycj-2019-0427
[6]	YI Haibao, ZHANG Xiliang, YANG Haitao, LI Ming, GAO Qiqi, JIN Ke. Goaf collapse vibration analysis and disposal based on a experiment of heavy ball touchdown[J]. Explosion And Shock Waves, 2019, 39(7): 074101. doi: 10.11883/bzycj-2018-0160
[7]	SHEN Tao, LUO Ning, XIANG Junxiang, GAO Xiangtao. Numerical simulation on explosion mechanism of split-tube charge holders[J]. Explosion And Shock Waves, 2018, 38(5): 1172-1180. doi: 10.11883/bzycj-2017-0410
[8]	HU Bayi, XIAO Zhiqiang, GU Yan, LIU Yu, FENG Dongsheng, LIU Jun. Vibration monitoring and analysis of the 40 kg TNT equivalent blast containment chamber[J]. Explosion And Shock Waves, 2018, 38(4): 918-924. doi: 10.11883/bzycj-2016-0260
[9]	CHEN Yang, WU Liang, XU Feng, LU Shuai. Dynamic response of existing large oil storage tank under blasting excavation vibration[J]. Explosion And Shock Waves, 2018, 38(6): 1394-1403. doi: 10.11883/bzycj-2017-0128
[10]	ZHANG Xiaojun, WANG Xuguang, WANG Yinjun, YU Yalun, WU Chunping, YANG Deqiang. Blasting vibration evaluation and safety dose calculation based on normal distribution[J]. Explosion And Shock Waves, 2018, 38(5): 1115-1120. doi: 10.11883/bzycj-2017-0091
[11]	Hu Xuelong, Qu Shijie, Jiang Wenli, Li Hua, Yang Wei, Huang Hanbo, Hu Guangqiu. Attenuation law of blasting induced ground vibrations based on equivalent path[J]. Explosion And Shock Waves, 2017, 37(6): 966-975. doi: 10.11883/1001-1455(2017)06-0966-10
[12]	Zhong Guosheng, Ao Liping, Fu Yuhua. Model experimental studies of vibration effect and damage evolution of tunnel's surrounding rock under cyclic blasting excavation[J]. Explosion And Shock Waves, 2016, 36(6): 853-860. doi: 10.11883/1001-1455(2016)06-0853-08
[13]	Zhang Qingbin, Yang Junsheng, Wu Congshi, Zhang Xuemin, Liang Kuisheng, Liu Hongzhen, Fang Fenghua. Experiment of explosive consumption by blasting pretreated boulders with overlying stratum of rock-soil[J]. Explosion And Shock Waves, 2016, 36(5): 695-702. doi: 10.11883/1001-1455(2016)05-0695-08
[14]	Gong Min, Wu Hao-jun, Meng Xiang-dong, Li Yong-qiang. A precisely-controlled blasting method and vibration analysis for tunnel excavation under dense buildings[J]. Explosion And Shock Waves, 2015, 35(3): 350-358. doi: 10.11883/1001-1455(2015)03-0350-09
[15]	Fei Hong-lu, Zhang Guo-hui. Displacement responses of Dahuanggou surrounding rock with small clearance under blast loads[J]. Explosion And Shock Waves, 2013, 33(1): 91-97. doi: 10.11883/1001-1455(2013)01-0091-07
[16]	GONG Min, WANG Hua, WEN Bin. Dynamicstressinadjacentcoalseamsinduced bydeep-holeblastinginrock[J]. Explosion And Shock Waves, 2012, 32(2): 196-202. doi: 10.11883/1001-1455(2012)02-0196-07
[17]	HUBa-yi, CHENShi-yong, GUYan, LIUYu, LIUCang-li. Effectsofvibration-isolatingtrenchongroundvibration surroundingblastcontainmentchambe[J]. Explosion And Shock Waves, 2012, 32(6): 647-652. doi: 10.11883/1001-1455(2012)06-0647-06
[18]	XIA Xiang, LI Hai-bo, ZHANG Da-yan, WANG Xin-yuan, LI Jun-ru. Safetythresholdofblasting-inducedrockvibration forHongyanhenuclearpowerplant[J]. Explosion And Shock Waves, 2010, 30(1): 27-32. doi: 10.11883/1001-1455(2010)01-0027-06
[19]	ZHONG Dong-wang, WU Liang, YU Gang. Effectoftunnelingblastingonanexistingadjacenttunnel[J]. Explosion And Shock Waves, 2010, 30(5): 456-462. doi: 10.11883/1001-1455(2010)05-0456-07
[20]	WANG Ming-wu, WU Da-guo, ZHANG Wei-wei. Application of RAGA-based fuzzy analytic hierarchy process to optimization of blasting plans[J]. Explosion And Shock Waves, 2008, 28(3): 225-228. doi: 10.11883/1001-1455(2008)03-0225-04

Supplements(0)

Cited By

Cited by

Periodical cited type(30)

1.	黄彬. 新建隧道开挖对既有平行隧道振动响应的影响分析. 西部交通科技. 2025(02): 149-152 .
2.	彭亚雄，周子霈，姚颖康，刘运思，左清军. 爆破作用下层状围岩隧道突变失稳判据研究. 中国安全科学学报. 2024(01): 171-178 .
3.	游元兴. 下穿桥梁隧道爆破参数设计分析. 运输经理世界. 2024(22): 83-85 .
4.	颜天成，张庆彬，陈敏. 新建隧道爆破对下部近接运营高铁隧道影响分析. 爆破. 2023(01): 185-193+220 .
5.	李阳. 下穿桥梁隧道爆破参数设计研究. 运输经理世界. 2023(22): 124-126 .
6.	邓祥辉，王靖媛，杨俊，王睿，丁潇. 地铁隧道爆破施工影响的邻近居民楼质点峰值振速研究. 地震工程学报. 2022(01): 17-21+45 .
7.	魏立恒，倪修能，郭洪雨，孙飞，葛艺超，夏兆平，王国波. 城市越岭长隧道爆破开挖振动影响研究. 爆破. 2022(01): 159-167 .
8.	张文康，熊承仁. 构造应力场中层状围岩隧道动力响应数值分析. 公路. 2021(01): 340-346 .
9.	梁书锋，凌天龙，李晨. 高铁长城站小净距隧道爆破振动效应研究. 爆破. 2021(01): 116-123+139 .
10.	赵玉荣. 隧道周围采石场机械开挖极限范围分析. 甘肃科技纵横. 2021(03): 46-48+81 .
11.	郭新新，汪波，王振宇，喻炜，马振旺. 爆破施工对既有裂缝、空洞隧道的动力影响. 地下空间与工程学报. 2021(02): 590-600 .
12.	徐海岩，王志杰，陈昌健，蔡李斌，李振，邓宇航，夏勇. 土砂互层隧道塌方及演变规律的模型试验研究. 岩土工程学报. 2021(06): 1050-1058 .
13.	郑军锋. 新建隧道爆破对邻近既有高铁隧道影响. 山西建筑. 2020(01): 119-121 .
14.	罗驰，杨新安，李坤，王斌，肖承倚. 隧道近区爆破振动动应变测试及其应用. 振动与冲击. 2020(02): 262-268 .
15.	高卫亮，王光勇，张运强. 爆破作用下山岭隧道衬砌动态响应分析. 应用力学学报. 2020(04): 1737-1744+1873 .
16.	涂颖，杨建华，代金豪. 大型地下洞室上层爆破开挖对下层围岩振动特性的影响. 长江科学院院报. 2020(09): 110-114 .
17.	高卫亮，王光勇，张运强. 在侧爆作用下既有山岭隧道支护结构动态响应分析. 应用力学学报. 2020(05): 2297-2302+2340 .
18.	曹峰，凌同华，张胜. 考虑应力波透射影响的公路隧道爆破振动速度安全阈值. 振动与冲击. 2020(23): 154-159 .
19.	陈雪峰，赵孝学，马浪，张龙，汪海波. 栗木山隧道层状硬岩掘进控制爆破技术. 安徽理工大学学报(自然科学版). 2019(01): 69-73 .
20.	武仁杰，李海波. SHPB冲击作用下层状千枚岩多尺度破坏机理研究. 爆炸与冲击. 2019(08): 108-117 . 本站查看
21.	何忠明，蔡军，黄阜，刘雅欣. 基于能量法的连拱隧道钻爆施工对围岩损伤影响分析. 中国公路学报. 2019(09): 143-151+182 .
22.	姜立春，苏勇. 胶结充填体矿柱失稳的临界爆破振速理论模型及应用. 中国有色金属学报. 2019(11): 2663-2670 .
23.	杨文东，杨栋，夏杰. 爆破动荷载作用下的地下结构内力计算方法探讨. 爆破. 2018(01): 49-53 .
24.	陈雪峰，赵孝学，马浪，张龙，刘江华，梁红兵，汪海波. 层状节理岩体隧道钻爆参数优化研究. 公路. 2018(05): 323-325 .
25.	邓祥辉，杨俊，王睿，张永杰. 道路下浅埋隧道爆破施工振动影响的试验研究. 中国安全生产科学技术. 2018(07): 169-174 .
26.	王夏楠. 爆破扰动下巷道围岩临界破坏深度分析. 工矿自动化. 2018(07): 31-35 .
27.	杨建华，吴泽南，蒋水华，姚池，卢文波，周创兵. 深埋隧洞爆破开挖地应力瞬态卸荷诱发围岩振动控制方法研究. 岩石力学与工程学报. 2018(12): 2751-2761 .
28.	张龙，覃羽诗，孙懿. 隧道爆破施工对既有管道影响的有限元分析. 江苏建筑职业技术学院学报. 2018(04): 1-4 .
29.	廖伟逸，袁辉，王凤山. 基于解释结构模型的公路隧道口部滑塌影响因素分析. 安全与环境工程. 2017(06): 134-138 .
30.	蔡清池，刘春，姜泽. 爆破下质点峰值振速大小的多元回归分析. 三明学院学报. 2017(04): 83-87 .