Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (3) :95-101    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Monitoring and Analysis of Pipe Jacking Force in the Shenyang Urban Stratum
(1 China Railway Engineering Design Consulting Group Co., Ltd., Beijing 100055; 2 The Fifth Construction Ltd. of China Tiesiju Civil Engineering Group, Jiujiang 332000)
Download: PDF (4354KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Jacking force is an important parameter in pipe jacking, proper control of jacking force can guarantee the stability of excavation face and optimize the arrangement of jacking shafts and immediate jacking stations. Based on an analysis of monitored jacking force of flanged steel jacking pipe and reinforced concrete jacking pipe, the variation law of jacking force under different structure styles, materials, diameters and excavation methods of jacking pipes was obtained. The results show that the variations of jacking forces and curve patterns of friction resistance per unit area versus pipe jacking distance are different during construction of steel pipe jacking, manual concrete pipe jacking, concrete pipe jacking with EPB shield and concrete pipe jacking with slurry shield.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
WANG Xueliang1 JI Xinbo2 XIA Mengran1 TAN Zhiming2 HOU Zhiqiang2 ZHANG Jihua2
Keywords： Shenyang urban area   Construction of pipe jacking；Steel pipe jacking   Reinforced concrete pipe jack? ing   Spiral mucking   Mucking by hand   Construction of EPB pipe jacking machine   Construction of slurry balance pipe jacking machine   Monitoring of jacking force     
Abstract： Jacking force is an important parameter in pipe jacking, proper control of jacking force can guarantee the stability of excavation face and optimize the arrangement of jacking shafts and immediate jacking stations. Based on an analysis of monitored jacking force of flanged steel jacking pipe and reinforced concrete jacking pipe, the variation law of jacking force under different structure styles, materials, diameters and excavation methods of jacking pipes was obtained. The results show that the variations of jacking forces and curve patterns of friction resistance per unit area versus pipe jacking distance are different during construction of steel pipe jacking, manual concrete pipe jacking, concrete pipe jacking with EPB shield and concrete pipe jacking with slurry shield.
Keywords： Shenyang urban area,   Construction of pipe jacking；Steel pipe jacking,   Reinforced concrete pipe jack? ing,   Spiral mucking,   Mucking by hand,   Construction of EPB pipe jacking machine,   Construction of slurry balance pipe jacking machine,   Monitoring of jacking force     
Cite this article:   
WANG Xueliang1 JI Xinbo2 XIA Mengran1 TAN Zhiming2 HOU Zhiqiang2 ZHANG Jihua2 .Monitoring and Analysis of Pipe Jacking Force in the Shenyang Urban Stratum[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(3): 95-101
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I3/95
　
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