Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (3) :154-160    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Major Risks of the Yangtze River Tunnel on the Nanjing Metro Line 10 and Countermeasures
1 China Railway Eryuan Engineering Group Co., Ltd, Chengdu 610031 2 China Railway Southwest Research Institute Co., Ltd, Chengdu 611731
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract This article analyzes the major risks and consequences of the large diameter shield construction of the Yangtze River Tunnel on the Nanjing metro line 10 with respect to environmental, geotechnical, and hydrological conditions. Meanwhile, it addresses the preventive and remedial measures to reduce the probability and consequences of accidents.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords:   
Abstract: This article analyzes the major risks and consequences of the large diameter shield construction of the Yangtze River Tunnel on the Nanjing metro line 10 with respect to environmental, geotechnical, and hydrological conditions. Meanwhile, it addresses the preventive and remedial measures to reduce the probability and consequences of accidents.
Keywords:   
Cite this article:   
.Major Risks of the Yangtze River Tunnel on the Nanjing Metro Line 10 and Countermeasures[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(3): 154-160
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I3/154
 
No references of article
[1] CHEN Yunyao.Risk Mitigation Measures and Excavation Analysis of Shield Launching beneath an Existing Metro Station on the First Terrace of the Yangtze River[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 249-258
[2] ZOU Yulin1, 2 LIU Jing1 WANG Bo2 CHENG Ziquan2 XIE Zuodong2 GU Hao3 WANG Kaiyue.Study on the Causes and Prevention Measures of Water and Mud Inrush Disasters in Sichuan Yanjiang Expressway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 259-269
[3] CHEN Xiafei1,2 LI Bingwei1,2 ZHANG Xuemin3,5 WANG Lichuan2,3 LUO Zhiyang3 LIU Rui1,2 FU Lei4.Study on the Water Leakage and Emergency Treatment in the Foundation Pit Retaining Structure in Sandy Composite Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 254-264
[4] ZHANG Yu1 ZHOU Lu1 SUN Xiaohe2 LI Jun1 SHI Chenghua2 LIU Shengli.Research on Causes and Countermeasures of Water Leakage in Subway Tunnels in Coastal Area[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 234-424
[5] DUAN Xianbiao1 HUANG Xuanbo2,3 ZHANG Qingzhao2,3 XU Yongjin1.Analysis of the Results of General Dewatering and Drainage Measures and Ground Stability of Tunnel in Water-rich Hypabyssal Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 146-155
[6] FAN Wenhao1,2 XIE Shenghao1,2 ZHOU Feicong1,2 WANG Zhijie1,2 ZHANG Kai3 LUO Yunjian3.A Case Study on Adjacent Impact Zoning and Control Measures for New Double-line Shield Tunnel Undercrossing Existing Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 43-57
[7] ZHAO Wanqiang1 LU Junfu2 TANG Yin1 ZHENG Changqing1.Study on Risk Level Classification Method and Control Measures for Railway Tunnel Floor Heave[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 178-187
[8] XIAO Mingqing1,2 YANG Wenqian3 FENG Kun3 JIAO Qizhu1 MAO Sheng1 WANG Yunchao3.Simulation Analysis of the Forces on Lining Structure of Shield Tunnels and Fire Resistance Measures during Fire[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 199-207
[9] ZHANG Jianfeng1 ZHENG Xiaoyue2 YU Guoliang1 SHI Chenghua2.Study on Water Inrush Mechanism and Control Measures for Water Bearing Carbonaceous Phyllite Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 221-227
[10] OUYANG Hongzhi1 ZHU Dinggui2 AN Bin3 SHI Chenghua2.Comparative Study on Reinforcement Schemes for Shield Tunnel Under-crossing Railway Bridge with Isolated Shallow Foundation in Water-rich Sand Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 246-
[11] LIU Zhaowei.Research on the Technology for the Shield Tunnel Crossing the Railway Marshalling Station in the Pebble-boulder Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 226-233
[12] SHAO Zhushan1,2 XI Huihui2 QIAO Rujia1 ZHOU Hang2 GUO Yinbo1.Review of the Research on Lining Damage and Repair Measures for Tunnels in Operation[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 29-39
[13] WANG Jianjun1 YANG Linlin2,3 YANG Wenbo2,3 ZHANG Yifei2,3.Study on the Distribution Pattern of Temperature Fields and Anti-freezing and Heat Preservation of Ventilation Shafts in High-altitude and Cold Regions[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 118-126
[14] SUN Shuangchi1,2 SHEN Yi1 ZHOU Zhiyan2 ZHOU Long1 ZHU Hehua1.Analaysis of Deformation and Its Control Measures for Large-diameter Shield Tunnels Passing under Building Complexes[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 103-110
[15] ZHEN Liang1 ZHANG Xianyu2,3 LI Xiaojun2,3.On Discrimination Method and Treatment Measures for Overall Soil-carrying Effect of Shallow-buried Rectangular Pipe Jacking Projects[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(2): 167-171
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY