Abstract Using the Qingdao Metro Line 2 as an example, this paper researches the geological factors affecting double-shield TBM tunnelling efficiency and its relevant geological adaptability for metro tunnels. The results show that the double-shield TBM is suitable for the tunnelling of the Qingdao Metro considering the compressive strength, intactness and abrasive resistance of the surrounding rock. Some suggestions are given for double-shield TBM tunnelling in soft rock.
Keywords ：
Qingdao Metro Double-shield TBM Geological adaptability Tunnelling efficiency
Abstract ：
Using the Qingdao Metro Line 2 as an example, this paper researches the geological factors affecting double-shield TBM tunnelling efficiency and its relevant geological adaptability for metro tunnels. The results show that the double-shield TBM is suitable for the tunnelling of the Qingdao Metro considering the compressive strength, intactness and abrasive resistance of the surrounding rock. Some suggestions are given for double-shield TBM tunnelling in soft rock.
Keywords ：
Qingdao Metro Double-shield TBM Geological adaptability Tunnelling efficiency
[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
2016, Vol. 53 