Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (4) :161-167    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Key Techniques for the Overall Design of the Rail-and-Road Combined Yangtze River Tunnel on Sanyang Road in Wuhan
(1 China Railway Siyuan Survey and Design Group Co. Ltd., Wuhan 430063; 2 Hubei Provincial Engineering Laboratory for Underwater Tunnel, Wuhan 430063)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The Wuhan Yangtze River tunnel on Sanyang Road, the first rail-and-road combined shield tunnel in the world, has encountered some difficulties in overall design because of its extra-large diameter, high water pressure, small spacing, complicated geological conditions, and difficult construction conditions. Thus, based on the interactive factors of environmental conditions, relevant construction safety and risk, technical requirements for rail and road, and disaster prevention and rescue during operation, this paper analyzes some key design techniques for the tunnel plane, longitudinal profile, cross section, and evacuation and rescue in order to reduce the risks of construction and operation. Additionally, a proper overall design scheme is proposed, providing a good reference for similar projects in the future.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
XIAO Ming-Qing-1
2
LING Han-Dong-1
SUN Wen-Hao-1
2
Keywords： Rail-and-road combined construction   Shield tunnel   Overall Design   Key techniques     
Abstract： The Wuhan Yangtze River tunnel on Sanyang Road, the first rail-and-road combined shield tunnel in the world, has encountered some difficulties in overall design because of its extra-large diameter, high water pressure, small spacing, complicated geological conditions, and difficult construction conditions. Thus, based on the interactive factors of environmental conditions, relevant construction safety and risk, technical requirements for rail and road, and disaster prevention and rescue during operation, this paper analyzes some key design techniques for the tunnel plane, longitudinal profile, cross section, and evacuation and rescue in order to reduce the risks of construction and operation. Additionally, a proper overall design scheme is proposed, providing a good reference for similar projects in the future.
Keywords： Rail-and-road combined construction,   Shield tunnel,   Overall Design,   Key techniques     
published: 2014-02-10
Cite this article:   
XIAO Ming-Qing-1, 2 , LING Han-Dong-1 etc .Key Techniques for the Overall Design of the Rail-and-Road Combined Yangtze River Tunnel on Sanyang Road in Wuhan [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(4): 161-167
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I4/161
　
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY