Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2024, Vol. 61 Issue (2) :90-104    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Innovation and Prospects of Shield Tunnelling Technology in Mixed Ground
(1. Guangzhou Metro Group Co., Ltd., Guangzhou 510000; 2. Guangzhou Metro Shield Technology Research Institute,Guangzhou 510000; 3. Engineering Case Committee of Chinese Society for Rock Mechanics & Engineering, Guangzhou 510000;4. Guangzhou Metro Construction Management Co., Ltd., Guangzhou 510000)
Download: PDF (7198KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Since the early 1990s, Guangzhou Metro has pioneered the introduction of combined shield machines to construct metro tunnels in the geologically complex strata of Guangzhou (known as the "Geological Museum"). Through the first decade of comprehensive practice and systematic analysis from 1994 to 2005, a series of new concepts, viewpoints, and methods were proposed and defined, and over 100 km of high-quality metro tunnels were constructed, establishing a theoretical system for shield tunnelling technology in mixed ground. It has expanded the geological adaptability of the shield tunnelling method and laid a solid theoretical and practical foundation for its large-scale promotion, equipment localization, industrialization, and talent development. In the second decade(2006-2015), the theoretical system for shield tunnelling in mixed ground was further refined and developed. To resolve the basic risk sources or factors of shield tunnelling in mixed ground such as "mud cake, hindered mucking,and spewing", innovations such as the "Hengdun Mud" chamber opening technology, the pioneering "Hidden Rock Body Environmental Blasting Technology," and the "Auxiliary Air Pressure Tunnelling Technology" were developed and applied. Additionally, the application of new technologies such as dual-mode and air pressure cutter heads in shield machines led to the construction of a large number of long-distance, large-diameter, deep-buried, and complex geological tunnels, gradually establishing China as a major player in shield Tunnelling. In the recent decade(2016-), several advanced achievements have been officially released, such as the development and successful application of the multi-mode integrated "Tri-mode Tunnelling Machine", and research on the settlement causes and countermeasures in slurry shield construction in "extremely thick rock layer". These advancements enrich the shield tunnelling technology and help China move towards becoming a world leader in shield tunnelling.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHU Weibin1
2
3 MI Jinsheng2
3 WANG Hui2
3
4 ZHONG Changping1
2
3
KeywordsMixed ground   Shield tunnel   Tunneling technology   Innovation and prospects     
Abstract: Since the early 1990s, Guangzhou Metro has pioneered the introduction of combined shield machines to construct metro tunnels in the geologically complex strata of Guangzhou (known as the "Geological Museum"). Through the first decade of comprehensive practice and systematic analysis from 1994 to 2005, a series of new concepts, viewpoints, and methods were proposed and defined, and over 100 km of high-quality metro tunnels were constructed, establishing a theoretical system for shield tunnelling technology in mixed ground. It has expanded the geological adaptability of the shield tunnelling method and laid a solid theoretical and practical foundation for its large-scale promotion, equipment localization, industrialization, and talent development. In the second decade(2006-2015), the theoretical system for shield tunnelling in mixed ground was further refined and developed. To resolve the basic risk sources or factors of shield tunnelling in mixed ground such as "mud cake, hindered mucking,and spewing", innovations such as the "Hengdun Mud" chamber opening technology, the pioneering "Hidden Rock Body Environmental Blasting Technology," and the "Auxiliary Air Pressure Tunnelling Technology" were developed and applied. Additionally, the application of new technologies such as dual-mode and air pressure cutter heads in shield machines led to the construction of a large number of long-distance, large-diameter, deep-buried, and complex geological tunnels, gradually establishing China as a major player in shield Tunnelling. In the recent decade(2016-), several advanced achievements have been officially released, such as the development and successful application of the multi-mode integrated "Tri-mode Tunnelling Machine", and research on the settlement causes and countermeasures in slurry shield construction in "extremely thick rock layer". These advancements enrich the shield tunnelling technology and help China move towards becoming a world leader in shield tunnelling.
KeywordsMixed ground,   Shield tunnel,   Tunneling technology,   Innovation and prospects     
Cite this article:   
ZHU Weibin1, 2, 3 MI Jinsheng2 etc .Innovation and Prospects of Shield Tunnelling Technology in Mixed Ground[J]  MODERN TUNNELLING TECHNOLOGY, 2024,V61(2): 90-104
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2024/V61/I2/90
 
No references of article
[1] CHEN Jian1,2,3,4 YUAN Dajun5 SU Xiuting1,2 WANG Zhikui1,2,3.Progress and Prospects of Construction Technology for Ultra-Large Diameter Underwater Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 124-138
[2] BAO Xiaohua1,2,3 YUAN Huaicen1,2,3 CHEN Xiangsheng1,2,3 SHEN Jun1,2,3 GUO Jianbo4.Current Situation and Outlook of Research into Subaqueous Shield Tunnel Construction and O&M Technologies[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 16-35
[3] ZHANG Qing1 ZHEN Wenzhan1 FENG Kun2.Analysis of the Impact of Large Diameter Shield Tunnel Crossing Existing Expressway Bridge and Culvert[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 137-145
[4] HAO Pengfei.Study on Construction Quality Control Criteria for Prefabricated Integrated Arcuate Members[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 245-251
[5] XIAO Mingqing1, 3 FENG Kun2 WANG Shaofeng1, 3 YANG Hao2 GUO Wenqi2.Study on the Effect of Internal Structure Construction Mode on the Explosive Dynamic Response in Highway-Railway Combined Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 107-116
[6] ZHENG Zhenji1 HUANG Shuhua2 CHEN Xiangsheng1 ZHANG Liang2 LIU Haoming1 SHENG Jian2 SU Dong1.Analysis of Stress Characteristics of Specially Lined Segment of Superlargediameter Shield Main Tunnel during Mechanically Excavating Cross Passage[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 117-124
[7] SHI Yufeng1,2 CAI Jiacheng1 ZHANG Tao3 ZHANG Hanqiu4 LI Junxian1 GU Dajun5.Test and Analysis of the Effect of the Freezing Construction of Subway Cross Passage on Adjacent Shield Tunnel Segment[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 190-199
[8] ZENG Yi1 GAO Yue2,3 WU Peilin2,3 ZHANG Xiaolong1 FU Yanbin2,3.Study on Model Test of Existing Shield Tunnel Uplift[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 200-207
[9] WANG Defu.Study on Interaction Mechanism and Key Parameters of Shield Cutter Cutting the Pile Foundation—Case Study of Haizhu Bay Shield Tunnel Project[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 216-228
[10] XUN Haolin1 LI Peinan2 LIU Jun1 SONG Xingbao3 QIN Yuan3 KOU Xiaoyong3 ZHAI Yixin3.Optimization and Application of Installation Path of Prefabricated Structure in Large-diameter Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 236-244
[11] AI Qing1 LI Yixuan1 ZHU Junyi2.Study on Carbon Emission Characteristics and Emission Reduction Approaches in the Full Life Cycle of River-crossing Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 11-19
[12] WANG Chengzhen1 DING Wantao2,3 YU Wenrui1 WANG Zhicheng1 SUN Tengyun1 WANG Zhongrong2.Experimental Study on Rheological Properties of Slurry in Slurry Shield Tunnelling Crossing Sea[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 237-245
[13] YANG Zhao1,2 GAO Ruchao1,2 JI Fuquan1,2 CHEN Peishuai1,2 LI Mingpeng3.High-precision Measurement of Joint between Shield Tunnel Segments Based on SegFormer Model[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 175-182
[14] XIAO Mingqing1 ZHONG Yuanyuan2 CHEN Peng3 WANG Jun4 QI Zhaochen5 ZHANG Weibin6.Experimental Study on the Improvement of Gasket Gas Tightness at Segment Joints in Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 262-268
[15] XUE Guangqiao1,2 XIAO Mingqing1,2 FENG Kun3 WANG Shaofeng1,2 XUE Haoyun3 GUO Wenqi3.Research on Transverse Seismic Resistance of Compound System of Segments and Internal Structure of a Super-large Diameter Double-layer Highway Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(5): 67-77
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY