Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (2) :194-202    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
A Study on Control Size of Blast Muck for Vertical Shaft Construction Using the Raise-boring Method
(1. School of Highway, Chang′an University, Xi′an 710064; 2. CCCC First Highway Consulting Co., Ltd., Xi′an 710068)
Download: PDF (4742KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract To address the problem of muck-induced blockage in the construction of vertical shafts through the raiseboring method, this paper uses the 3D discrete element simulation method to simulate the muck-dropping process in vertical shafts and pilot shafts. The results show that when the muck diameter is larger than 0.2 m, it is easy for the muck to block the shaft (v=0), and when the muck diameter is smaller than 0.2 m, the muck above the pilot shaft can be smoothly discharged to the pilot shaft, with part of the muck accumulated at the bottom of the shaft. Also, if the diameter of the pilot shaft increases from 1.5 m to 3 m, it can effectively expand the arching range of the muck in the shaft, speed up the muck-dropping speed in the shaft, reduce the probability of arching and blockage (v≈0), and improve the muck falling rate, while the pilot shaft encounters muck blockages several times, reducing the muck falling rate. When the muck size is larger than 0.3 m, it is easy for the muck to cause the blockage of the pilot shaft if the shaft diameter is 1.5 m. In a long pilot shaft, large-size muck with higher velocity will still block the pilot shaft under the arching effect.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LI Yao1 DONG Xing1 CAO Xiaoyong2 XU Ping2
KeywordsHighway tunnel   Vertical shaft   Raise-boring method   Blast muck     
Abstract: To address the problem of muck-induced blockage in the construction of vertical shafts through the raiseboring method, this paper uses the 3D discrete element simulation method to simulate the muck-dropping process in vertical shafts and pilot shafts. The results show that when the muck diameter is larger than 0.2 m, it is easy for the muck to block the shaft (v=0), and when the muck diameter is smaller than 0.2 m, the muck above the pilot shaft can be smoothly discharged to the pilot shaft, with part of the muck accumulated at the bottom of the shaft. Also, if the diameter of the pilot shaft increases from 1.5 m to 3 m, it can effectively expand the arching range of the muck in the shaft, speed up the muck-dropping speed in the shaft, reduce the probability of arching and blockage (v≈0), and improve the muck falling rate, while the pilot shaft encounters muck blockages several times, reducing the muck falling rate. When the muck size is larger than 0.3 m, it is easy for the muck to cause the blockage of the pilot shaft if the shaft diameter is 1.5 m. In a long pilot shaft, large-size muck with higher velocity will still block the pilot shaft under the arching effect.
KeywordsHighway tunnel,   Vertical shaft,   Raise-boring method,   Blast muck     
Cite this article:   
LI Yao1 DONG Xing1 CAO Xiaoyong2 XU Ping2 .A Study on Control Size of Blast Muck for Vertical Shaft Construction Using the Raise-boring Method[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(2): 194-202
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I2/194
 
No references of article
[1] YE Lianchao1 HE Jiangling2 LI Ke3 QIU Zhixiong2 JIANG Xinghong3.Study on Selection of Highway Tunnel Renovation and Expansion Schemes Based on Triangular Fuzzy Number and GWO-ELM Model[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 55-64
[2] LI Liangpu1 YUAN Song1,2 LIAO Peiyuan1 WANG Xibao1.Suggestions on Revision of the Provisions for Calculating the Impact Force of Rockfall in Guidelines for Design of Highway Tunnel (JTG D70-2010)[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 65-73
[3] ZHAO Aijun1 WEI Yanqing2 HUANG Taiping1.Study on the Decision-making System for the Selection of Highway Tunnel Face Layout Type Based on the Fuzzy Comprehensive Evaluation Method[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 61-69
[4] ZHANG Minqing1 XIN Weike1 JIA Dapeng1 SI Jingzhao2 WANG Huanlong3.Study and Application of Key Technical Parameters of Pre-grouting in High-pressure Water-rich Deep Shaft Face[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 177-186
[5] XU Pai1,2 ZHU Daiqiang1,2 JIANG Shuping1,2 XING Rongjun1,2 LI Liangliang1,2.Study on the Structural Safety Assurance Technology and Strategy for Long and Large Highway Tunnels in Chongqing[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 18-28
[6] WANG Jianjun1 YANG Linlin2,3 YANG Wenbo2,3 ZHANG Yifei2,3.Study on the Distribution Pattern of Temperature Fields and Anti-freezing and Heat Preservation of Ventilation Shafts in High-altitude and Cold Regions[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 118-126
[7] YU Jianyou1 JIANG Yifan2 LIN Ming2 LIU Jianqi1 CAI Libin2 JIANG Xinzheng2 WANG Zhijie2 ZHOU Ping2.Thickness Calculation Method for the Insulation Layer of the Tunnel in Cold Region Considering Seepage and Fissures[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 108-117
[8] LIU Xuezeng1 GU Wenchuan1 YANG Zhilu2,3 GUO Qiaokun4 HE Guohua5 FENG Jin6.Test Study on the Reinforcement Effect of Bonding Steel to Damaged Tunnels under the Lateral Loads[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 187-195
[9] YE Fei1 ZHANG Xingbing1 SU Enjie1 WEN Xiaobao1 XIA Tianhan1 WEI Yanchun2.Sidewall Decoration for Highway Tunnels Based on Driving Comfort[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 196-203
[10] ZHANG Fujun1 HU Jun2,3 DUAN Yu4 ZHU Caihui4.Optimization and Application of the Treatment Schemes for Water Inrush in a Water-rich Tunnel in Fault Zones[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 122-131
[11] ZHAO Wei1,2 ZHANG Ke1,2 GUO Chun1,2.Application of the Middle Partition Wall Made of the Steel Corrugated Plate in Inclined Ventilation Shafts of Extra-long Highway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 132-140
[12] CHENG Yongchun1 ZENG Xiangji1 WANG Zhenjia1 WANG Dong1 YANG Yun2 WU Yongjing3 DONG Ping3, 4.Experimental Study and Numerical Simulation of Crystallization-induced Blockage in Drainage Pipes in Karst Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 159-166
[13] WANG Shuaishuai1 MAO Jinbo2 ZHANG Binbin2 Li Yalong2 ZHAO Honggang2.General Construction Technology Scheme of Tianshan Shengli Tunnel on Urumqi-Yuli Expressway[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 55-68
[14] BAO Yifan1,2 WANG Mingnian1,2 QIN Pengcheng1,2 CHEN Zhanwen1,2 HAN Changling3.On Influence of the Shading Shed on the Driver′s Light-dark Adaptation at Tunnel Entrances and Exits[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 111-117
[15] WANG Fei.A Model Test Study on the Dewatering in the Construction of Ultra-deep Shafts in Deep and Thick Sand and Pebble Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 176-182
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY