Abstract This paper analyzes the main factors influencing the construction quality and the incidental quality defects in secondary linings based on the construction of the bored tunnel section from the Antuoshan Station to the Qiaoxiang Station of the Shenzhen Metro line 2. Precautionary measures are also presented.
Keywords :
Bored tunnel
Secondary lining
Construction quality
Control measures
Abstract :
This paper analyzes the main factors influencing the construction quality and the incidental quality defects in secondary linings based on the construction of the bored tunnel section from the Antuoshan Station to the Qiaoxiang Station of the Shenzhen Metro line 2. Precautionary measures are also presented.
Keywords :
Bored tunnel ,
Secondary lining ,
Construction quality ,
Control measures
published: 2012-02-16
[1]
LI Junjie.Influence on Deformation and Control Measures: A Case Study of Bored Running Tunnel Construction Adjacent to Existing Subway Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 168-174
[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]
.Discussion of Construction Techniques for the Slurry Shield-Driven River Crossing Tunnel with Large-Section [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(3): 169-173
[4]
吕Xian-Fu- 1 Zhao-Zhan-Qun- 2 Wei-Xing-Xing- 2.Discussion of the Large Deformation Mechanism and Control Measures for a Soft Rock Tunnel under High Ground Stress: A Case Study of the Muzhailing Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(6): 227-231
[5]
GAO Bingli REN Jianxi.Safety Risk Assessment for Adjacent Underground Pipelines in Metro Construction [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(3): 118-123
[6]
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
[7]
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
[8]
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
[9]
Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[10]
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
[11]
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
[12]
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
[13]
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
[14]
Ning Maoquan.Research on and Control Measures for Base Elevation Variations of Open-Cut Tunnels in Deep Soft Soil [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(3): 31-38
[15]
Huang Xiongjun.Failure Mechanism and Control Measures for Gas Bursts in Gas Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(3): 205-210