Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2020, Vol. 57 Issue (4) :185-193    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Technical and Economic Analysis on the Safe and Rapid Construction Method for Soft Rock Tunnels
(China Railway 12th Bureau Group Co., Ltd., Taiyuan 030024)
Download: PDF (3795KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Based on the construction practice of a soft rock tunnel on Dalin railway, a modified three-bench sevenstep construction method which uses glass fiber anchor bolts to reinforce working face is proposed, an overall process of rapid construction of tunnels in soft rock is given, the key points of process management are defined, and the effects of management techniques for rapid construction on tunnel construction efficiency and economic benefit are analyzed. The research shows that safe and rapid construction of the soft rock tunnel can be realized by optimizing arrangement of blast holes and initiation sequence, overlapping of working procedures and parallel working of different benches; compared with the conventional construction technique, the construction time of two procedures of mucking and steel arch setting, construction time of anchoring and shotcreting and total cycle construction time can be saved by 53%, 17% and 28% respectively, thus the construction efficiency is significantly improved in condition of safe and rapid construction. Further the total cost saving in terms of labour, mechanical equipment and management is ¥16.358 million, greatly improving the economic benefit of tunnel construction in soft rock.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
HE Yingnan
KeywordsSoft rock   Tunnel   Construction management   Construction efficiency   Economic benefit   Modified three-bench seven-step construction method     
Abstract: Based on the construction practice of a soft rock tunnel on Dalin railway, a modified three-bench sevenstep construction method which uses glass fiber anchor bolts to reinforce working face is proposed, an overall process of rapid construction of tunnels in soft rock is given, the key points of process management are defined, and the effects of management techniques for rapid construction on tunnel construction efficiency and economic benefit are analyzed. The research shows that safe and rapid construction of the soft rock tunnel can be realized by optimizing arrangement of blast holes and initiation sequence, overlapping of working procedures and parallel working of different benches; compared with the conventional construction technique, the construction time of two procedures of mucking and steel arch setting, construction time of anchoring and shotcreting and total cycle construction time can be saved by 53%, 17% and 28% respectively, thus the construction efficiency is significantly improved in condition of safe and rapid construction. Further the total cost saving in terms of labour, mechanical equipment and management is ¥16.358 million, greatly improving the economic benefit of tunnel construction in soft rock.
KeywordsSoft rock,   Tunnel,   Construction management,   Construction efficiency,   Economic benefit,   Modified three-bench seven-step construction method     
Cite this article:   
HE Yingnan .Technical and Economic Analysis on the Safe and Rapid Construction Method for Soft Rock Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2020,V57(4): 185-193
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2020/V57/I4/185
 
No references of article
[1] WANG Jianyu.The Key Way is to Release the Genuine Rock Pressure—Discussion on Problems of Tunnelling in Squeezing Ground[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 1-11
[2] TANG Xie1 LIN Guojin1, 2 HE Jia1 WANG Jun1.Design and Practice of Auxiliary Construction Scheme for Micangshan Tunnel Using Ventilation Shaft[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 12-19
[3] LIAO Yankai1 GUO Deping1 LIU Zhiqiang2 CHEN Dayang2.Application of Peripheral Strain and Squeezing Factor Methods in the Prediction of Large Deformation of Tunnel Surrounding Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 20-26
[4] SUN Jianping TANG Zhaoping.Study and Evaluation on the Design Adaptability of Shield Cutterhead System[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 27-36
[5] YANG Tianren HE Fei NING Xiangke ZHANG Xiao TIAN Yanchao.Design and Application of Advanced Geological Prediction System of TBM for Gaoligongshan Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 37-42
[6] LIU Yuyang1 LAI Hongpeng2 WANG Minxing3 HE Qiumei4.Development and Application of Multi-point Independent Loading Testing System for Tunnel Lining[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 43-51
[7] ZHENG Aiyuan1 XU Bin2 CHEN Xiangsheng1.Study on Reliability of Steel Fiber Reinforced Concrete Segments of Metro in Marine Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 52-58
[8] CHEN Yunyao1,2 ZHANG Junwei1 MA Shiwei2 LI Xue1.Study on Design Parameters of Sealing Gasket for Segment Joints of Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 59-66
[9] REN Lei1 NIU Bin2 GUO Ting2 LIU Songyu2.Study on the Influence of Flexibility Ratio on Tunnel Seismic Dynamic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 67-73
[10] LIU Ping1 LIU Chi2 WANG Hongtao1 ZHANG Hongjun3 YANG Yong4 ZHANG Xin1 LIU Luyao1.Numerical Simulation Study on the Deformation and Failure Mechanism of Tunnel Surrounding Rock under the Effect of Water-rich Sand Layer[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 74-81
[11] JIANG Yongtao1 WANG Mingnian1 ZHANG Yiteng1 YU Li1 JIANG Fan2 XIAO Zerong3.Prediction Method for Surface Settlement in Tunnel Construction with Pipe Curtain Support[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 82-90
[12] ZHANG Yiteng1 SUN Xingliang2 JIANG Yongtao1 YU Li1 JIANG Fan3 CHEN Mingyue3 XIAO Zerong4.Research on Vault Ultimate Displacement at Different Tunnel Construction Stages in Surrounding Rock of Grade Ⅴ[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 91-97
[13] WEN Shuli.Influence of Deep Foundation Pit Excavation on Adjacent Buildings and Optimization of Reinforcement Measures[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 98-103
[14] ZHANG Jing1, 2.Study on Calculations and Influence Factors of Bending Stiffness of Segment Ring Joints of Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 104-112
[15] WANG Chengjing ZHANG Yong ZHU Chengshan HAN Xiang.Analysis of Influence of Flowing Water in Tunnel on Freezing Effect of Cross Passage[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 113-118
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY