Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (4) :13-17    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Selection of a Shield for Tunnelling in Waterless Strata with Large-Particle Cobbles and Boulders
(1 Beijing Jiaotong University, Beijing 100044; 2 Beijing No.4 Municipal Construction Engineering Co. Ltd., Beijing 100176; 3 Beijing Municipal Construction Co. Ltd., Beijing 100048)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Aimed at the problems encountered during shield tunnelling in a waterless strata with large-particle cobbles and boulders in Beijing, and using the construction of Beijing Metro Line 9 as an example, this paper puts forward a shield-selection concept, i.e. "discharging as the main measure, sealing as the supplementary measure," and conducts adaptability research and upgrades to some key equipments like the cutterhead, cutting tools, slurry and foam injection system, screw conveyor system, synchronous grouting system, and cutterhead driving system. The results show that the upgraded shield has a higher driving speed and lower construction costs, and is applicable to the waterless strata with large-particle cobbles and boulders.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
GUO Cai-Xia-1
2
Wang-Meng-Shu-1
Kong
HENG 3
Qiao-Guo-Gang-3
Shi-Lei-Lei-2
Keywords Waterless strata with large-particle cobbles and boulders   Shield selection   Equipment configuration     
Abstract: Aimed at the problems encountered during shield tunnelling in a waterless strata with large-particle cobbles and boulders in Beijing, and using the construction of Beijing Metro Line 9 as an example, this paper puts forward a shield-selection concept, i.e. "discharging as the main measure, sealing as the supplementary measure," and conducts adaptability research and upgrades to some key equipments like the cutterhead, cutting tools, slurry and foam injection system, screw conveyor system, synchronous grouting system, and cutterhead driving system. The results show that the upgraded shield has a higher driving speed and lower construction costs, and is applicable to the waterless strata with large-particle cobbles and boulders.
Keywords Waterless strata with large-particle cobbles and boulders,   Shield selection,   Equipment configuration     
published: 2014-01-12
Cite this article:   
GUO Cai-Xia-1, 2 , Wang-Meng-Shu-1 etc .Selection of a Shield for Tunnelling in Waterless Strata with Large-Particle Cobbles and Boulders[J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(4): 13-17
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I4/13
 
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