Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (1) :225-232    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Research on Key Technologies for Tunnelling in Faulted Fracture Zones by Slurry Balance Shields with Super Larg
(1. Guangzhou Mass Transit Engineering Consultant Co., Ltd., Guangzhou 510010;2. Guangzhou Metro Group Co., Ltd., Guangzhou 510380)
Download: PDF (3988KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Based on a tunnel project in Shenzhen, this study is to investigate the construction technologies for slurry balance shields with super-large diameter through faulted fracture zones. The study analyzes the engineering characteristics and challenges of slurry balance shields with super-large diameter through faulted fracture zone, with a focus on the causes of different problems, such as clogging discharge, caking and serious tool wear during the boring process of the slurry balance shield, and investigates the key technologies for slurry balance shields through faulted fracture zones. To address the problems of clogging discharge and caking, the study optimizes the design of the cutter head structure during the selection phase of the shield machine, and adopts targeted measures, such as large grating plus crushing system with double crushers to discharge slags, small circulation mode with air-cushioned direct discharge at the host section, to improve the slag carrying capacity and conveying capacity of the slurry and reduce the risk of clogging discharge and caking. In view of the serious problem of tool wear, this study puts forward the tool management guideline of strengthening monitoring over the tool conditions, "inspecting upon warning and replacing a tool with any damage", and eliminating "working with problems", with the objectives to ensure the reliability and accuracy of tool condition monitoring and improve the life of tools. Finally, this paper summarizes the construction principles of "early prevention with control and comprehensive management of problems" through field practice, and adopts the supportive pneumatic tunnelling mode to cross the faulted fracture zone. Through the study and analysis of the construction process, this study deduces the recommended values of shield tunnelling parameters and slurry parameters and different targeted solutions
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LIU Zhi1 ZHONG Changping2
KeywordsShield with super-large diameter   Faulted fracture zone   Slurry balance shield   Construction technology     
Abstract: Based on a tunnel project in Shenzhen, this study is to investigate the construction technologies for slurry balance shields with super-large diameter through faulted fracture zones. The study analyzes the engineering characteristics and challenges of slurry balance shields with super-large diameter through faulted fracture zone, with a focus on the causes of different problems, such as clogging discharge, caking and serious tool wear during the boring process of the slurry balance shield, and investigates the key technologies for slurry balance shields through faulted fracture zones. To address the problems of clogging discharge and caking, the study optimizes the design of the cutter head structure during the selection phase of the shield machine, and adopts targeted measures, such as large grating plus crushing system with double crushers to discharge slags, small circulation mode with air-cushioned direct discharge at the host section, to improve the slag carrying capacity and conveying capacity of the slurry and reduce the risk of clogging discharge and caking. In view of the serious problem of tool wear, this study puts forward the tool management guideline of strengthening monitoring over the tool conditions, "inspecting upon warning and replacing a tool with any damage", and eliminating "working with problems", with the objectives to ensure the reliability and accuracy of tool condition monitoring and improve the life of tools. Finally, this paper summarizes the construction principles of "early prevention with control and comprehensive management of problems" through field practice, and adopts the supportive pneumatic tunnelling mode to cross the faulted fracture zone. Through the study and analysis of the construction process, this study deduces the recommended values of shield tunnelling parameters and slurry parameters and different targeted solutions
KeywordsShield with super-large diameter,   Faulted fracture zone,   Slurry balance shield,   Construction technology     
Cite this article:   
LIU Zhi1 ZHONG Changping2 .Research on Key Technologies for Tunnelling in Faulted Fracture Zones by Slurry Balance Shields with Super Larg[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(1): 225-232
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I1/225
 
No references of article
[1] WANG Mingjiang1 CI Xinhang2 CHEN Junwu3 ZHU Changjiang1 YANG Feng2.Construction Technology for the Shallow Twin-tube Six-lane Multi-arch Tunnel without Middle Drift under Large Unsymmetrical Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 241-248
[2] ZHU Muyuan1 WEI Lifeng1 FANG Yong1 FU Qiang2 GAO Tengda2 PU Song1.Analysis and Control of the Settlement of Super-large Diameter Shield Tunnel Passing under the Yellow River Embankment[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 211-219
[3] ZHANG Dewen SU Dingwu.Study on Grouting and Sealing for Tunnels in the Fault Fracture Zone Based on Ecological Protection[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 46-52
[4] DONG Jiansong.Construction Technology of Xiamen Haicang Subsea Tunnel Crossing Weathered Trough[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 197-203
[5] YANG Linsong1 LIU Jiguo1 SHU Heng1 WU Shidong2 SONG Ming1 LI Jin1 WANG Xuetao2,3.Centrifugal Model Test on Construction Process of a Super Large Diameter Shield Tunnel Passing under Existing Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(4): 170-177
[6] ZHU Weibin1,2 ZHONG Changping3 MI Jinsheng1 HUANG Weiran4.Challenges and Prospects of Construction Technology for Extra-large Diameter Composite Shields[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 6-16
[7] XU Peng1 HUANG Jun1 ZHOU Jianbo1 TANG Jinzhou2.3D Numerical Simulation of the Interaction between Rock Mass and Shield TBM Passing through the Fault Fracture Zone[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 63-69
[8] LIU Hui1 LI Yanqing2.Study on the Construction Technology for EPB Shield Crossing under Dense Buildings in Upper-soft and Lower-hard Stratum with Shallow-buried Depth[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 186-192
[9] TIAN Ruizhong.Mined Construction Technology of Tunnel Group at the Junction of Metro Main line and Connection Line in Karst Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 193-199
[10] GUO Qingjun.Countermeasures and Construction Optimization against the Water Inrush Event in a Water-rich Tunnel Section[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 219-223
[11] LIANG Bo1 YANG Shiheng 1 REN Zhaodan2 ZHAO Fengbing 1.Research on Anti-seismic Technology of Super Large Section Highway Tunnel in Fault Fracture Zone[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 136-142
[12] LU Andian1 XIAO Hui2 SHEN Xiang2 FU Yanbin2.Design and Construction Technology of Slurry Shield Used in Shiziyang Water Conveyance Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 226-231
[13] LIU Yi1 ZHANG Yong1 PENG Zhen1 CHEN Jiawei2 LI Yuanhai.Vertical Roof Ripping Construction Techniques for Excavation of Main Tunnel from Inclined Shaft: A Case Study of the Large-span Metro Tunnel in Soft Surrounding Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 201-207
[14] JIANG Xiaotian ZENG Yingjun LIU Yuhong.Study on the Construction Techniques for Slurry Balance Shield Passing through Water-rich Sandy Gravel Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(2): 198-203
[15] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY