Vibration prediction and energy analysis of slope under blasting load in underpass tunnel

HE Li; ZHONG Dongwang; LI Peng; SONG Kun; SI Jianfeng

doi:10.11883/bzycj-2019-0255

Volume 40 Issue 7

Jul. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Explosion And Shock Waves > 2020 > 40(7): 075201

HE Li, ZHONG Dongwang, LI Peng, SONG Kun, SI Jianfeng. Vibration prediction and energy analysis of slope under blasting load in underpass tunnel[J]. Explosion And Shock Waves, 2020, 40(7): 075201. doi: 10.11883/bzycj-2019-0255

Citation:

HE Li, ZHONG Dongwang, LI Peng, SONG Kun, SI Jianfeng. Vibration prediction and energy analysis of slope under blasting load in underpass tunnel[J]. Explosion And Shock Waves, 2020, 40(7): 075201. doi: 10.11883/bzycj-2019-0255

Citation:

PDF( 3000 KB)

Vibration prediction and energy analysis of slope under blasting load in underpass tunnel

doi: 10.11883/bzycj-2019-0255

HE Li^{1, 2, 3
,},
ZHONG Dongwang^{2
,
,},
LI Peng¹,
SONG Kun³,
SI Jianfeng²

1.
Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, Hubei, China
2.
Hubei Province Key Laboratory of Systems Science in Metallurgical Process, Wuhan University of Science and Technology, Wuhan 430065, Hubei, China
3.
Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang 443002, Hubei, China

Received Date: 2019-06-26
Rev Recd Date: 2019-12-16

Available Online: 2020-06-25

Publish Date: 2020-07-01

Abstract

Abstract

In order to solve the safety problem in the construction of slope and underpass adjacent tunnel by cooperative blasting, based on the expansion project of a domestic petroleum reserve base, the formula of peak vibration velocity considering elevation effect was established, and the vibration energy attenuation mechanism of tunnel blasting along the slope surface was systematically studied by using method combining dimension derivation, field test and signal analysis. The results show that the peak value of particle velocity at the edge of the same step is larger than that at the foot of the inner slope, and there is an elevation amplification effect of vibration velocity on the local slope surface. The blasting vibration formula with relative slope H/D has high accuracy in predicting the particle vibration velocity on the slope, and can reflect the influence of slope angle on the elevation amplification effect of vibration velocity. The vibration velocity and energy decay faster in the near region and slower in the far region with the increase of propagation distance. The energy of tunnel blasting vibration is concentrated in several Sub-vibration frequency bands in the range of 0-300 Hz, and the high frequency energy decays faster along slope surface. The median of dominant frequency band decays exponentially, and the energy concentrates in the low frequency band eventually.
- slope,
- tunnel blasting,
- dimensional analysis,
- peak velocity,
- vibration energy,
- elevation amplification effect,
- relative slope

FullText(HTML)

References(24)

References

[1]	吴亮, 金沐, 钟冬望, 等. 一种边坡与近接隧道协同爆破施工的爆破控制方法: CN201510023750.5[P]. 2015-05-27.
[2]	黄志强, 吴立. 爆破振动对隧道洞口顺层岩质边坡稳定性影响研究 [J]. 爆破, 2012, 29(1): 110–114, 118. DOI: 10.3963/j.issn.1001-487X.2012.01.029. HUANG Z Q, WU L. Effects of blasting vibration on stability of bedding rock slope at tunnel entrance [J]. Blasting, 2012, 29(1): 110–114, 118. DOI: 10.3963/j.issn.1001-487X.2012.01.029.
[3]	宋杰. 傍山隧道施工爆破震动效应与测试技术研究[D]. 长沙: 中南大学, 2013. SONG J. Research on Construction blasting vibration effects and testing technology of mountain-adjacent tunnel [D]. Changsha: Central South University, 2013.
[4]	金华东, 邓鹏飞, 徐伟健. 傍山隧道施工爆破方案研究 [J]. 中外公路, 2014, 34(6): 202–205. DOI: 10.3969/j.issn.1671-2579.2014.06.049. JIN H D, DENG P F, XU W J. Study on blasting scheme for construction of mountain-adjacent tunnel [J]. Journal of China and Foreign Highway, 2014, 34(6): 202–205. DOI: 10.3969/j.issn.1671-2579.2014.06.049.
[5]	黄诗渊. 水工隧洞爆破施工振动对邻近边坡的影响研究[D]. 重庆: 重庆交通大学, 2016. HUNAG S Y. The influence research of hydraulic tunnel blasting vibration on adjacent slope [D]. Chongqing: Chongqing Jiaotong University, 2016.
[6]	徐金贵, 蒲传金, 贺高威, 等. 傍山隧道爆破振动边坡传播规律试验研究 [J]. 有色金属(矿山部分), 2018, 70(3): 51–58, 112. DOI: 10.3969/j.issn.1671-4172.2018.03.012. XU J G, PU C J, HE G W, et al. Experimental study on propagation of side slope of blasting vibration of mountain-adjacent tunnel [J]. Nonferrous Metals (Mining Section), 2018, 70(3): 51–58, 112. DOI: 10.3969/j.issn.1671-4172.2018.03.012.
[7]	贾党育. 隧道爆破开挖对洞口段边坡稳定性影响的数值分析 [J]. 矿冶工程, 2017, 37(1): 25–28. DOI: 10.3969/j.issn.0253-6099.2017.01.007. JIA D Y. Numerical analysis for effect of tunnel excavation by blasting on slope stability of portal section [J]. Mining and Metallurgical Engineering, 2017, 37(1): 25–28. DOI: 10.3969/j.issn.0253-6099.2017.01.007.
[8]	兰明雄, 林从谋. 小净距隧道爆破振动传播规律小波包分析 [J]. 煤矿爆破, 2009(3): 1–4. LAN M X, LIN C M. Wavelet packet analysis of vibration caused by blasting high rock slope [J]. Coal Mine Blasting, 2009(3): 1–4.
[9]	蒋丽丽, 林从谋, 陈泽观, 等. 岩石高边坡爆破振动传播规律小波包分析 [J]. 有色金属(矿山部分), 2009, 61(2): 43–45, 52. DOI: 10.3969/j.issn.1671-4172.2009.02.014. JIANG L L, LIN C M, CHEN Z G, et al. Wavelet packet analysis of vibration caused by high rock slope blasting [J]. Nonferrous Metals (Mining Section), 2009, 61(2): 43–45, 52. DOI: 10.3969/j.issn.1671-4172.2009.02.014.
[10]	张声辉, 刘连生, 钟清亮, 等. 露天边坡爆破地震波能量分布特征研究 [J]. 振动与冲击, 2019, 38(7): 224–232. DOI: 10.13465/j.cnki.jvs.2019.07.032. ZHANG S H, LIU L S, ZHONG Q L, et al. Energy distribution characteristics of blast seismic wave on open pit slope [J]. Journal of Vibration and Shock, 2019, 38(7): 224–232. DOI: 10.13465/j.cnki.jvs.2019.07.032.
[11]	周建敏. 爆破振动对含结构面边坡稳定性影响研究[D]. 重庆: 重庆大学, 2015. ZHOU J M. Influence of blasting vibration on the stability of slope with structure planes [D]. Chongqing: Chongqing University, 2015.
[12]	何理, 钟冬望, 陈晨, 等. 岩质高边坡开挖施工的爆破振动监测与分析 [J]. 金属矿山, 2017, 46(1): 6–10. DOI: 10.3969/j.issn.1001-1250.2017.01.002. HE L, ZHONG D W, CHEN C, et al. Monitoring and analysis of blasting vibration in high rocky slope excavation [J]. Metal Mine, 2017, 46(1): 6–10. DOI: 10.3969/j.issn.1001-1250.2017.01.002.
[13]	周文海, 梁瑞, 余建平, 等. 边坡抛掷爆破峰值质点振动速度的无量纲分析 [J]. 爆炸与冲击, 2019, 39(5): 054201. DOI: 10.11883/bzycj-2017-0373. ZHOU W H, LIANG R, YU J P, et al. Dimensionless analysis on peak particle vibration velocity induced by slope casting blast [J]. Explosion and Shock Waves, 2019, 39(5): 054201. DOI: 10.11883/bzycj-2017-0373.
[14]	韩亮, 辛崇伟, 梁书锋, 等. 深孔台阶爆破近远区振动特征的试验研究 [J]. 振动与冲击, 2017, 36(8): 65–70. DOI: 10.13465/j.cnki.jvs.2017.08.011. HAN L, XIN C W, LIANG S F, et al. Experimental study on vibration characteristics of deep hole bench blasting in both near and far field [J]. Journal of Vibration and Shock, 2017, 36(8): 65–70. DOI: 10.13465/j.cnki.jvs.2017.08.011.
[15]	何理, 钟冬望, 刘建程, 等. 微差爆破试验及爆破振动能量的小波包分析 [J]. 金属矿山, 2014, 43(6): 10–15. HE L, ZHONG D W, LIU J C, et al. Millisecond blasting tests and wavelet packet analysis of blasting vibration energy [J]. Metal Mine, 2014, 43(6): 10–15.
[16]	SINGH P K, ROY M P. Damage to surface structures due to blast vibration [J]. International Journal of Rock Mechanics and Mining Sciences, 2010, 47(6): 949–961. DOI: 10.1016/j.ijrmms.2010.06.010.
[17]	LU W B, LUO Y, CHEN M, et al. An introduction to Chinese safety regulations for blasting vibration [J]. Environmental Earth Sciences, 2012, 67(7): 1951–1959. DOI: 10.1007/s12665-012-1636-9.
[18]	武旭, 张云鹏, 郭奇峰. 台阶地形爆破振动放大与衰减效应研究 [J]. 爆炸与冲击, 2017, 37(6): 1017–1022. DOI: 10.11883/1001-1455(2017)06-1017-06. WU X, ZHANG Y P, GUO Q F. Amplification and attenuation effect of blasting vibration on step topography [J]. Explosion and Shock Waves, 2017, 37(6): 1017–1022. DOI: 10.11883/1001-1455(2017)06-1017-06.
[19]	陈明, 卢文波, 李鹏, 等. 岩质边坡爆破振动速度的高程放大效应研究 [J]. 岩石力学与工程学报, 2011, 30(11): 2189–2195. CHEN M, LU W B, LI P, et al. Elevation amplification effect of blasting vibration velocity in rock slope [J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(11): 2189–2195.
[20]	叶海旺, 袁尔君, 雷涛, 等. 基于量纲分析的爆破振动质点峰值速度预测公式 [J]. 金属矿山, 2019, 48(5): 56–61. DOI: 10.19614/j.cnki.jsks.201905010. YE H W, YUAN E J, LEI T, et al. Blasting vibration peak particle velocity prediction formula based on dimensional analysis method [J]. Metal Mine, 2019, 48(5): 56–61. DOI: 10.19614/j.cnki.jsks.201905010.
[21]	胡刚, 吴云龙. 爆破地震振动控制的一种方法 [J]. 煤炭技术, 2004, 23(4): 104–106. DOI: 10.3969/j.issn.1008-8725.2004.04.065. HU G, WU Y L. A new method of the control of the earthquake vibration caused by explosive [J]. Coal Technology, 2004, 23(4): 104–106. DOI: 10.3969/j.issn.1008-8725.2004.04.065.
[22]	唐海, 李海波. 反映高程放大效应的爆破振动公式研究 [J]. 岩土力学, 2011, 32(3): 820–824. DOI: 10.3969/j.issn.1000-7598.2011.03.030. TANG H, LI H B. Study of blasting vibration formula of reflecting amplification effect on elevation [J]. Rock and Soil Mechanics, 2011, 32(3): 820–824. DOI: 10.3969/j.issn.1000-7598.2011.03.030.
[23]	钟冬望, 何理, 操鹏, 等. 基于精确毫秒延时控制的爆破降振试验研究 [J]. 煤炭学报, 2015, 40(S1): 107–11. DOI: 10.13225/j.cnki.jccs.2014.1447. ZHONG D W, HE L, CAO P, et al. Experimental study of reducing vibration intensity based on controlled blasting with precise time delay [J]. Journal of China Coal Society, 2015, 40(S1): 107–11. DOI: 10.13225/j.cnki.jccs.2014.1447.
[24]	杨巨文, 白润才, 于永江, 等. 含弱层岩质边坡自振周期反演试验及数值验证 [J]. 煤炭学报, 2015, 40(S1): 69–75. DOI: 10.13225/j.cnki.jccs.2014.1249. YANG J W, BAI R C, YU Y J, et al. Inversion test and numerical verification on natural period of rock slope with weak layers [J]. Journal of China Coal Society, 2015, 40(S1): 69–75. DOI: 10.13225/j.cnki.jccs.2014.1249.

Relative Articles

[1]	LI Yong, LUO Hongyu, FENG Xiaowei, HU Yupeng, ZHANG Jun, LI Haitao. Influence of altitude on the propagation of explosion shock waves in a long straight tunnel[J]. Explosion And Shock Waves, 2024, 44(3): 032201. doi: 10.11883/bzycj-2023-0230
[2]	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
[3]	MENG Xianzhong, ZHOU Chuanbo, JIANG Nan, ZHANG Yuqi, ZHANG Zhen, WU Di. Generation mechanism and propagation characteristics of blasting seismic waves on tunnel surface[J]. Explosion And Shock Waves, 2024, 44(2): 025201. doi: 10.11883/bzycj-2023-0217
[4]	ZHAO Weicheng, ZHAI Hongbo, MAO Boyong, YANG Feng. Dynamic response of a metal target plate to simultaneous initiation of two charges[J]. Explosion And Shock Waves, 2023, 43(12): 122201. doi: 10.11883/bzycj-2023-0153
[5]	LI Ming, WANG Kehui, ZOU Huihui, DUAN Jian, GU Renhong, DAI Xianghui, YANG Hui. Crater morphology of a projectile penetrating a thick concrete target[J]. Explosion And Shock Waves, 2022, 42(8): 083302. doi: 10.11883/bzycj-2021-0294
[6]	SHAN Renliang, ZHAO Yan, WANG Hailong, DONG Jie, TONG Xiao, LI Zhaolong, WANG Dongsheng. Attenuation of blasting vibration in a railway tunnel[J]. Explosion And Shock Waves, 2022, 42(8): 085201. doi: 10.11883/bzycj-2021-0324
[7]	YANG Jianhua, DAI Jinhao, YAO Chi, HU Yingguo, ZHANG Xiaobo, ZHOU Chuangbing. Displacement mutation characteristics and energy mechanisms of anchored jointed rock slopes under blasting excavation disturbance[J]. Explosion And Shock Waves, 2022, 42(3): 035201. doi: 10.11883/bzycj-2021-0126
[8]	LIU Xiangyu, GONG Min, WU Haojun, AN Di. Determination method of tunnel blasting parameters using electronic detonator under changing condition of free surface[J]. Explosion And Shock Waves, 2021, 41(10): 105202. doi: 10.11883/bzycj-2020-0428
[9]	CHEN Cai, SHI Quan, YOU Zhifeng, GUO Chiming, GE Hongyu. Similarity law of cylindrical ammunition explosions in air[J]. Explosion And Shock Waves, 2019, 39(9): 092202. doi: 10.11883/bzycj-2018-0255
[10]	GONG Min, WU Haojun. High-speed photography image acquisition system in tunnel blasting and parameters study on precisely controlled blasting[J]. Explosion And Shock Waves, 2019, 39(5): 051101. doi: 10.11883/bzycj-2018-0319
[11]	ZHOU Wenhai, LIANG Rui, YU Jianping, DU Chaofei, WANG Dunfan, LOU Xiaoming. Dimensionless analysis on peak particle vibration velocity induced by slope casting blast[J]. Explosion And Shock Waves, 2019, 39(5): 054201. doi: 10.11883/bzycj-2017-0373
[12]	ZHANG Yongkang, LI Yulong, TANG Zhongbin, YANG Hong, XU Hai. Dynamic response of aluminum-foam-based sandwich panelsunder hailstone impact[J]. Explosion And Shock Waves, 2018, 38(2): 373-380. doi: 10.11883/bzycj-2016-0232
[13]	Li Yucheng, Liu Tianqi, Zhou Xihua. An energy prediction model for coal dust explosion based on dimensional analysis[J]. Explosion And Shock Waves, 2017, 37(3): 566-570. doi: 10.11883/1001-1455(2017)03-0566-05
[14]	Tang Enling, Shi Xiaohan, Wang Meng, Wang Di, Xiang Shenghai, Xia Jin, Liu Shuhua, He Liping, Han Yafei. Perforation characteristics of cylindrical shell free beamunder high-speed impact[J]. Explosion And Shock Waves, 2016, 36(1): 121-128. doi: 10.11883/1001-1455(2016)01-0121-08
[15]	Song Meili, Li Wenbin, Wang Xiaoming, Feng Jun, Liu Zhilin. Experiments and dimensional analysis ofhigh-speed projectile penetration efficiency[J]. Explosion And Shock Waves, 2016, 36(6): 752-758. doi: 10.11883/1001-1455(2016)06-0752-07
[16]	Zhong Dongwang, He Li, Cao Peng, Zhang Kui. Analysis of blasting vibration duration and optimizing of delayed time interval for millisecond blasting[J]. Explosion And Shock Waves, 2016, 36(5): 703-709. doi: 10.11883/1001-1455(2016)05-0703-07
[17]	Lou Xiaoming, Zhou Wenhai, Jian Wenbing, Zheng Junjie. Control of delay time characterized by distribution of peak velocity-displacement vibration of millisecond blasting[J]. Explosion And Shock Waves, 2016, 36(6): 839-846. doi: 10.11883/1001-1455(2016)06-0839-08
[18]	SHEN Yan-ming, CHEN Jian-qiang. Numericallysimulatingverificationofthecomparabilityrule onhypervelocityimpact[J]. Explosion And Shock Waves, 2011, 31(4): 343-348. doi: 10.11883/1001-1455(2011)04-0343-06
[19]	PANG Wei-bin, LI Yong-chi, HE Xiang. The regularity of arrival time in T-shaped tunnel for shock wave due to explosions from high explosive charges[J]. Explosion And Shock Waves, 2007, 27(1): 63-67. doi: 10.11883/1001-1455(2007)01-0063-05
[20]	LI Wei-guang, ZHANG Ji-chun. Study on rock mass bedding slope stability under blast seism[J]. Explosion And Shock Waves, 2007, 27(5): 426-430. doi: 10.11883/1001-1455(2007)05-0426-05

Supplements(0)

Cited By

Cited by

Periodical cited type(19)

1.	贾皓琦，黄永辉，张智宇. 基于小波包理论研究地下断层对爆破振动传播的影响. 有色金属(矿山部分). 2024(02): 35-44 .
2.	王国斌，代先尧，张永权，叶铭. 新建隧道爆破开挖对路基边坡稳定性影响分析. 工程爆破. 2024(01): 53-58 .
3.	刘明武，黄永辉，李争荣，贾皓琦，甘等俊，李洪超，张智宇. 基于小波变换算法的普朗铜矿爆破振动信号能量分布研究. 中国矿业. 2024(03): 226-234 .
4.	巩瑞杰，袁腾，叶会师，黄汉波，闫鹏. 基于最小一乘法的露天矿爆破振动预测. 华北理工大学学报(自然科学版). 2024(02): 41-49 .
5.	黄传胜，阳鑫，林继华，徐昊，胡德玉，任开富. 双线隧道爆破初期支护结构的动态响应特性. 深圳大学学报(理工版). 2024(04): 490-498 .
6.	彭悦森，钟冬望，王朝振，白文良，赵云鹏，陆洪平，李洪林，杨志龙. 极小净距隧道先行洞振动响应特性及衰减规律研究. 爆破. 2024(03): 111-120 .
7.	何理，殷琳，钟冬望，张鑫玥，赵永明，熊海涛，陈莎莎，NJAMBA Bruno. 爆破振动强度、波形与频谱研究综述：预测及主动控制. 爆破. 2024(03): 189-204+262 .
8.	马跃原，何宏海，张勇，铁继康，刘国锋，江伟，高启栋. 小净距大断面隧道先行洞爆破振动响应特性分析及其安全控制. 爆破. 2023(02): 172-179+216 .
9.	杨之光，丁鸿程，阎广斌，吴红刚. 近接文保区隧道施工爆破振动分析. 价值工程. 2023(24): 138-140 .
10.	项荣军，刘传鹏，李胜林，凌天龙. 隧道内部爆破振动传播规律与降振技术研究. 爆破. 2023(04): 82-88+200 .
11.	贾永胜，陈德志，何理，王洪刚，舒震，王威. 精确延时爆破振动时频特征及实际延时识别研究. 工程爆破. 2023(06): 1-9 .
12.	朱大鹏，谢昌建，许红波. 隧道进口岩堆斜坡爆破振动动力响应研究. 安全与环境学报. 2022(03): 1275-1283 .
13.	毛祚财. 原位扩建隧道爆破振动的现场测试与小波分析. 工程爆破. 2022(03): 103-110 .
14.	梁娟. 基于粒子群算法的爆破振动速度智能预测方法. 工程爆破. 2022(03): 117-121+136 .
15.	何理，刘易和，李琳娜，陈江伟，姚颖康，刘昌邦. 基于粒子群-最小二乘支持向量机模型的矿山爆破振动速度预测. 金属矿山. 2022(07): 145-150 .
16.	单仁亮，赵岩，王海龙，董捷，仝潇，李兆龙，王东升. 下穿铁路隧道爆破振动衰减规律研究. 爆炸与冲击. 2022(08): 145-159 . 本站查看
17.	罗如登，鲍志斌，王正阳. 路基边坡逐孔微差爆破对邻近桥梁的影响. 爆破器材. 2022(05): 59-64 .
18.	赵岩，王小敬，王海龙，王东升. 交叉隧道爆破振速回归分析及对比研究. 工程爆破. 2022(05): 121-127 .
19.	何理，杨仁树，钟东望，李鹏，吴春平，陈江伟. 毫秒延时爆破等效单响药量计算及振速预测. 爆炸与冲击. 2021(09): 132-144 . 本站查看