Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (1) :192-198    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
A Study of Controlled Blasting Techniques for the Multi-Arch Songjiawan Tunne
(1 School of Civil Engineering, Wuhan University, Wuhan 430072; 2 College of Science, Wuhan University of Science and Technology, Wuhan 430065; 3 Construction Headquarters of Shiyan-Baihe Expressway, Shiyan 442000)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract  The geological conditions encountered during construction of the multi-arch Songjiawan tunnel on theShiyan-Baihe expressway were very complex, and such problems as overbreak, underbreak, an irregular tunnel profile, and cracks on the mid-partition presented themselves during blasting. According to the different surrounding rock classifications, the controlled blasting technique was adopted for this tunnel and the excavation method, blasting parameters, charging structure and priming circuit were optimized to decrease the blasting vibration and improve blasting effects.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
CAI Lu-Jun-1
2
MA Jian-Jun-2
Zhu-Yi-Wen-1
Zhou-Da-Hua-3
Liu
SONG 3
Hu-Wu-Zhou-3
Keywords Multi-arch tunnel   Controlled blasting   Monitoring of blasting vibration     
Abstract: The geological conditions encountered during construction of the multi-arch Songjiawan tunnel on theShiyan-Baihe expressway were very complex, and such problems as overbreak, underbreak, an irregular tunnel profile, and cracks on the mid-partition presented themselves during blasting. According to the different surrounding rock classifications, the controlled blasting technique was adopted for this tunnel and the excavation method, blasting parameters, charging structure and priming circuit were optimized to decrease the blasting vibration and improve blasting effects.
Keywords Multi-arch tunnel,   Controlled blasting,   Monitoring of blasting vibration     
published: 2013-06-13
Cite this article:   
CAI Lu-Jun-1, 2 , MA Jian-Jun-2 etc .A Study of Controlled Blasting Techniques for the Multi-Arch Songjiawan Tunne [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(1): 192-198
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I1/192
 
No references of article
[1] QIU Junling1 LAI Jinxing1, 2 GUO Chunxia2 FAN Haobo1 XIE Yongli1.In-situ Test and Analysis of Mechanical Behaviors of the Mid-wall of Multi-arch Loess Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(2): 134-
[2] LAI Jinxing YU Deqiang FENG Zhihua QIU Junling FAN Haobo.Mechanical Characteristics of a Multi-Arch Tunnel Support Structure in Loess[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(5): 180-191
[3] LI Hai-Jun- 1 Zhang-Wan-Bin- 1 Wang-Ming-Nian- 2.Optimized Design for the Construction of a Double-Arch Tunnel with a Concealed Mid-Partition[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 183-187
[4] NIU Ze-Lin- 1, 2 Wu-Huan-Tong- 2 Qi-Yan-Bo- 2 Dai-Ya-Lei- 2 Huang-Jie-Sheng- 3 Wang- Chao- 3 Xiang- Yu- 3.Blasting Vibration Reduction Model for Large-Section Shallow Tunnels Approaching Existing Buildings[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(4): 129-133
[5] CHEN Zhiqiang.Scheme Optimization and Monitoring Analysis for the Exit Portal Section of an Urban Double-Arch Tunnel under a Retaining Wall[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(3): 157-163
[6] Xie Dawen.Experimental Study of Tunnelling Technology Combining a Boom-Type Roadheader with Smooth Blasting[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(3): 216-220
[7] CHEN WANG .Construction Techniques for a Single-Track Railway Tunnel in a Horizontal Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(6): 142-147
[8] DING Zhi-1, 2 , HE Jia-Wei-1, CHEN Chun-Lai-1, WEI Gang-1, Zhang-Meng-Ya-2.Stress-Monitoring Analysis of the Intermediate Rock Pillar in a Double-Arched Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(5): 129-133
[9] GAO Jian-Huan-1, ZHAO Xiao-Lei-2, WANG Sheng-Jie-2, WU Lin-Song-2.Blasting Safety Management Mode for a Shallow Urban Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(1): 16-20
[10] YU Yuan-Quan-1, Liu-Xiao-Lin-2, Zhang-Xue-Fu-2.Comparison and Analysis of Temporary Support Schemes for the Middle Pilot Heading in a Multi-Arch Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(1): 138-143
[11] Duan Qunmiao1 Bai Langfeng2 Ren Huilong2.Stability Analysis of the Surrounding Rock of Large-Span Multi-Arch Tunnels Based on the Hoek-Brown Criterion[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(6): 94-100
[12] Jia Chao1 Zhang Tingmei2 Liu Kai3. Random Reliability-Based Optimization of Mid-Wall Thickness in a Double-Arch Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(6): 110-115
[13] Zhang Wanbin1 Li Haijun1 Wang Mingnian2.Design and Analysis of a Double-Arch Tunnel with Concealed, Sprayed Irregular-Composite Mid-Wall[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(6): 147-151
[14] .Application of Unequal Time-Interval Grey Predicting Model to Multiple-Arch Tunnel Monitoring[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(1): 73-79
[15] ZHENG Wen-Bo-1, CAI Yong-Chang-1, SHI Zhan-1-3, NIE Jian-Chun2.Research on Reasonable Design Load Values for a Multi-Arch Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(5): 44-50
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY