Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (6) :27-31    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Safety Assessment of Longitudinal Deformation of a Shield-Driven Tunnel with a Straight Joint Based on Segment Dislocation
(Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract  Using a shield-driven metro tunnel with a straight joint in Shanghai soft soil as a case study, longitudinal deformation based on segment dislocation is analyzed with a detailed view of the ring joint of the tunnel segment. A safety assessment method, control criteria and assessment process are proposed, forming a safety assessment system for tunnel longitudinal deformation.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LI Xiang-Yu
Wang-Zhi-Liang
Liu-Ming
Li-Ming-Yu
Keywords： Shield-driven tunnel   Erecting with straight joint   Longitudinal deformation   Segment dislocation   Safety assessment     
Abstract：  Using a shield-driven metro tunnel with a straight joint in Shanghai soft soil as a case study, longitudinal deformation based on segment dislocation is analyzed with a detailed view of the ring joint of the tunnel segment. A safety assessment method, control criteria and assessment process are proposed, forming a safety assessment system for tunnel longitudinal deformation.
Keywords： Shield-driven tunnel,   Erecting with straight joint,   Longitudinal deformation,   Segment dislocation,   Safety assessment     
published: 2011-08-15
Cite this article:   
LI Xiang-Yu, Wang-Zhi-Liang, Liu-Ming etc .Safety Assessment of Longitudinal Deformation of a Shield-Driven Tunnel with a Straight Joint Based on Segment Dislocation[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(6): 27-31
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I6/27
　
No references of article
[1] ZI Xiaoyu1 SHEN Yusheng1 ZHU Shuangyan1 LUO Ningning2 YANG Jiaqi1 CAO Bangjun1.Study on the Deformation Failure Laws and Support Measures for Tunnels in Layered Phyllite[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 196-204
[2] WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2.[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[3] WANG Ye-Sheng- Chen-Wen-Hua- Wu- Yong- Huang-Jiang-Hua.Back-Analysis on the Retaining Structure Deformation/Internal Force of a Subway Deep Foundation Pit[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 71-77
[4] Shu Heng, Wu Shuyuan, Li Jian, Guo Xiaohong.Health Monitoring Design for Extra-Large Diameter Underwater Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 32-40
[5] Tuo Yongfei, Guo Xiaohong.General Design and Key Technologies of the Nanjing Weisan Road River-Crossing Tunnel Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 1-6
[6] Lin Xin1, Shu Heng1, Zhang Yaguo2, Yang Linsong1, Li Jin1, Guo Xiaohong1.Study of the Longitudial Profile Optimization of Large-Diameter Shield Tunnels in Mixed Ground with Very High Water Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 7-14
[7] Yao Zhanhu1, Yang Zhao2, Tian Yi1, Hu Huitao1.Key Construction Technology for the Nanjing Weisan Road River-Crossing Tunnel Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 15-23
[8] Liu Guangfeng1, Chen Fangwei2, Zhou Zhi1, Zhang Shilong3, Liu Mingqiang1.Identification of Investment Risks for River-Crossing Tunnels Based on Grey Fuzzy Multi-Attribute Group Decision Making[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 41-48
[9] Yao Zhanhu.Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 49-54
[10] Zhang Boyang1, Zhao Xiaopeng1, Zhang Yaguo2, Chen Yu1.Risk Control for Saturated Hyperbaric Intervention in Slurry Shield Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 55-61
[11] Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[12] Zhang Han1,2, Li Yingming1,3, Ren Fangtao2, Yang Mingdong3.Elasto-Plastic Analysis of the Surrounding Rock of a Tunnel/Roadway Based on the Zienkiewicz-Pande Criterion[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 30-35
[13] Zhou Zelin, Chen Shougen, Li Yansong.Study of the Mechanical Characteristics of the Support Structure of a Deeply Buried Diversion Tunnel in Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 36-43
[14] Liu Qiang1, Tan Zhongsheng1, Chen Libao2, Zou Xiaoxin1.Field Tests Regaring the Uncertainty of the Calculation Model for Soil Filling Pressure on Open-Cut Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 128-134
[15] Li Yufeng1,2, Peng Limin1, Lei Mingfeng1,2.Dynamics Issues Regarding High-Speed Railway Crossing Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 8-15
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY