Abstract The tail end of Beigushan Tunnel in Lianyungang is close to seaport, environmental action of which is various and representative. In this paper,we make a comprehensive analysis to the durability of tunnel structure, including the general environment, freeze-thaw environment, paralic chloride environment and chemical corrosive environment, providing similar engineering reference.
Keywords :
Tunnel
durability
General environment
Freeze-thaw environment
Paralic chloride environment
Chemical corrosive environment
Abstract :
The tail end of Beigushan Tunnel in Lianyungang is close to seaport, environmental action of which is various and representative. In this paper,we make a comprehensive analysis to the durability of tunnel structure, including the general environment, freeze-thaw environment, paralic chloride environment and chemical corrosive environment, providing similar engineering reference.
Keywords :
Tunnel ,
durability ,
General environment ,
Freeze-thaw environment ,
Paralic chloride environment ,
Chemical corrosive environment
published: 2010-12-13
[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]
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
[4]
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
[5]
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
[6]
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
[7]
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
[8]
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
[9]
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
[10]
Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[11]
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
[12]
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
[13]
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
[14]
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
[15]
Jin Dalong, Li Xinggao.Model Test of the Relationship between the Face Support Pressure and Ground Surface Deformation of a Shield-Driven Tunnel in Sand Stratum [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 44-51