Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2024, Vol. 61 Issue (1) :36-47    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Progress and Outlook of the Study on Blast Hole Optimization and Control Technologies for Tunnel Smooth Blasting
(1. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055; 2. Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi'an 710055; 3. The First Engineering Co., Ltd. of China Railway Beijing Engineering Group, Xi'an 710100)
Download: PDF (4414KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The New Austrian Tunnelling Method (NATM) is the mainstream method for the tunnel works in China, and smooth blasting as a key part of NATM has been widely applied. Under certain special geological conditions,many factors that affect smooth blasting will result in poor result of smooth blasting and unsafe vibration velocity of blasting. Given this problem, the current situation and the results of the research into the blast hole optimization and control technologies for smooth blasting have been reviewed and summarized. Then the shortcomings of the current research are analyzed, i.e. the blast hole form and parameters are selected without any uniform standard, so it is necessary to conduct further research from the theoretical perspective. The control technology will optimize the result of smooth blasting, but there is no quantitative standard for selecting the charge structure, there is no quantitative method for selecting the delay time of detonation network, and there has been no study on combined application of multiple optimization technologies for intelligent blasting. At last, this paper offers an outlook on the progress of blast hole optimization and blasting control technologies for tunnel smooth blasting, and notes that standardization of blast hole design, theorization of control technology and intelligentization of blasting technology will be priorities in the future research.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LI Jinhang1 SONG Zhanping1
2 YANG Pengtao3 PAN Hongwei1
2 TIAN Xiaoxu1
2
KeywordsTunnel   Smooth blasting   Blast hole parameters   Charge structure   Blasting result   Intelligent blasting     
Abstract: The New Austrian Tunnelling Method (NATM) is the mainstream method for the tunnel works in China, and smooth blasting as a key part of NATM has been widely applied. Under certain special geological conditions,many factors that affect smooth blasting will result in poor result of smooth blasting and unsafe vibration velocity of blasting. Given this problem, the current situation and the results of the research into the blast hole optimization and control technologies for smooth blasting have been reviewed and summarized. Then the shortcomings of the current research are analyzed, i.e. the blast hole form and parameters are selected without any uniform standard, so it is necessary to conduct further research from the theoretical perspective. The control technology will optimize the result of smooth blasting, but there is no quantitative standard for selecting the charge structure, there is no quantitative method for selecting the delay time of detonation network, and there has been no study on combined application of multiple optimization technologies for intelligent blasting. At last, this paper offers an outlook on the progress of blast hole optimization and blasting control technologies for tunnel smooth blasting, and notes that standardization of blast hole design, theorization of control technology and intelligentization of blasting technology will be priorities in the future research.
KeywordsTunnel,   Smooth blasting,   Blast hole parameters,   Charge structure,   Blasting result,   Intelligent blasting     
Cite this article:   
LI Jinhang1 SONG Zhanping1, 2 YANG Pengtao3 PAN Hongwei1, 2 TIAN Xiaoxu1 etc .Progress and Outlook of the Study on Blast Hole Optimization and Control Technologies for Tunnel Smooth Blasting[J]  MODERN TUNNELLING TECHNOLOGY, 2024,V61(1): 36-47
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2024/V61/I1/36
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[4] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[5] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[6] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[7] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[8] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[9] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
[10] ZHONG Wulin1 HAN Xingbo1 YE Fei1 WANG Han1 CAO Xiaoyong2 XI Weizheng2.Research on Wind Resistance and Optimization Design of Steel Corrugated Plate Support for Tunnel Shafts[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 197-207
[11] JIA Yonggang1 HAO Zihan1 LU Weidong1 WU Fan1 YANG Weiwei2.Mechanical Behavior of Steel Fiber Reinforced Concrete Segments with Different Joint Configurations[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 182-196
[12] TAN Xinyu1 WEI Meng1,2 LAN Lingshen1 SHANG Qiang1 ZHANG Haitao1.Experimental Test and Mechanism Study on Soil Adhesion Reduction Techniques for Mud Cake Formation on Shield Cutterheads[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 219-229
[13] LIU Liying1 WEI Lixin1 YU Zhiyuan2 YANG Xudong3 YE Tingting1.Key Construction Technologies for the Ruyifang Immersed Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 259-272
[14] LIU Pengfei1,2 ZENG Dexing2 WANG Xiao3 YANG Zhao2 LI Yu2.Experimental Evaluation and Application Study on the Shield Muck Cake Decomposition Agents[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 230-237
[15] LUO Long1 ZHU Kaicheng2 HAN Yuxuan3 CAI Dong4 LIU Zheqi5 WANG Jun6.Research on Optimization of Construction Methods for Ultra-large Cross-section Tunnels: A Case Study of the Lihuashan Tunnel on the Tianfu New Area-Qionglai Expressway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 273-282
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY