Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2016, Vol. 53 Issue (2) :157-164    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
A Study of the Construction Scheme for Complex Metro Tunnels in Very Thick Self-Weight Collapsible Loess
(1 Chang’an University, Xi’an710064; 2 China Railway First Survey and Design Institute Group Co. Ltd., Xi’an710043)
Download: PDF (2010KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract  Considering that there is no reference experience in China regarding tunnelling in very thick self-weight collapsible loess, and based on international research of collapsible loess treatment methods and the features of such construction, this paper discusses the limitations of the GB50025-2004 Code for Building Construction in Collapsible Loess Regions as applied in metro tunnel construction; proposes relevant treatment principles and analysis processes for tunnel construction in collapsible loess and researches the corresponding construction schemes by using a metro tunnel in very thick self-weight collapsible loess in Xi’an as an example. Based on the given treatment principles, analysis processes and surrounding environment condition, it is determined that adopting the preferred principle of “alignment bypassing” is an economic and highly feasible method when such a complex tunnel project (including open-cut tunnelling, shallow bored tunnelling and shield tunnelling) will pass through a very thick self-weight collapsible loess stratum. Additionally, the paper also provides some valuable suggestions for treatments and control measures in this context.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords Metro tunnel   Great thickness   Self-weight collapsible loess   Scheme research   Treatment principle   Measures     
Abstract: Considering that there is no reference experience in China regarding tunnelling in very thick self-weight collapsible loess, and based on international research of collapsible loess treatment methods and the features of such construction, this paper discusses the limitations of the GB50025-2004 Code for Building Construction in Collapsible Loess Regions as applied in metro tunnel construction; proposes relevant treatment principles and analysis processes for tunnel construction in collapsible loess and researches the corresponding construction schemes by using a metro tunnel in very thick self-weight collapsible loess in Xi’an as an example. Based on the given treatment principles, analysis processes and surrounding environment condition, it is determined that adopting the preferred principle of “alignment bypassing” is an economic and highly feasible method when such a complex tunnel project (including open-cut tunnelling, shallow bored tunnelling and shield tunnelling) will pass through a very thick self-weight collapsible loess stratum. Additionally, the paper also provides some valuable suggestions for treatments and control measures in this context.
Keywords Metro tunnel,   Great thickness,   Self-weight collapsible loess,   Scheme research,   Treatment principle,   Measures     
Cite this article:   
.A Study of the Construction Scheme for Complex Metro Tunnels in Very Thick Self-Weight Collapsible Loess[J]  MODERN TUNNELLING TECHNOLOGY, 2016,V53(2): 157-164
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2016/V53/I2/157
 
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