Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (2) :127-132    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
The Application of CREC-TBM to the Chengdu Metro Construction in a Sandy Cobble Stratum
(China Railway Chengdu Investment & Development Co. Ltd., Chengdu 610031)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Aiming at the problems encountered in the Chengdu metro construction driven by a shield machine in a sandy cobble stratum (such as smaller shield torque; serious wear of the cutter, cutterhead and screw conveyor: poor muck conditioning; and obvious post-construction settlement), some countermeasures are carried out to improve the design of the CREC-TBM. These measures include a reasonable main drive torque and precise penetration in order to avoid the risks of an automatic reduction of speed and effectively prevent the cutterhead from getting stuck. Attributed to the good design and arrangement of the cutterhead and cutter, muck accumulation and muck cakes are reduced, thereby benefiting muck mixing. With sound muck conditioning, cutter wear and replacement frequency are reduced and the driving distance is extended accordingly. The results show that the CREC-TBM is suited to construction in the water-rich sandy cobble stratum, with post-construction settlement meeting the relative specifications.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
CAO Zhi
Keywords Chengdu Metro   Water-rich sandy cobble stratum   TBM design   Muck conditioning   Settlement control     
Abstract: Aiming at the problems encountered in the Chengdu metro construction driven by a shield machine in a sandy cobble stratum (such as smaller shield torque; serious wear of the cutter, cutterhead and screw conveyor: poor muck conditioning; and obvious post-construction settlement), some countermeasures are carried out to improve the design of the CREC-TBM. These measures include a reasonable main drive torque and precise penetration in order to avoid the risks of an automatic reduction of speed and effectively prevent the cutterhead from getting stuck. Attributed to the good design and arrangement of the cutterhead and cutter, muck accumulation and muck cakes are reduced, thereby benefiting muck mixing. With sound muck conditioning, cutter wear and replacement frequency are reduced and the driving distance is extended accordingly. The results show that the CREC-TBM is suited to construction in the water-rich sandy cobble stratum, with post-construction settlement meeting the relative specifications.
Keywords Chengdu Metro,   Water-rich sandy cobble stratum,   TBM design,   Muck conditioning,   Settlement control     
published: 2013-11-05
Cite this article:   
CAO Zhi .The Application of CREC-TBM to the Chengdu Metro Construction in a Sandy Cobble Stratum [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(2): 127-132
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I2/127
 
No references of article
[1] ZHOU Jixue1,2.Experimental Study of Soil Conditioning with Foam for the Shield Tunnel in Composite Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 194-199
[2] ZHANG Xiaolin1 CAI Jianhua2 LIAO Yankai2.Characteristics Analysis and Forecast Evaluation of Gas Occurrence of the Longquanshan Tunnel on Chengdu Metro[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 25-30
[3] HU Zhinan1,2,3 FENG Huaiping1 MA Chaochao4 ZHAO Yucheng1 ZHANG Qian3.Load-Bearing Stages of Joint Shear Keys and Settlement Control Standards of Immersed Tunnel Elegments[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(4): 132-138
[4] HU Changming1 ZHANG Yanjie1 TAN Bo2 MU Shixu2 MEI Yuan.Soil Conditioning Experiments for EPB Shield Tunneling in Water-Rich Sandy Cobble Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(6): 45-55
[5] MENG Guowang1 ZHOU Jiamei2 GAO Bo2 MA Min3.Analysis of Ground Settlement Induced by Shield Tunnel Construction in a Soft Layer[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(6): 117-125
[6] GUO Jian-Xiang- Wang- Bing- Wang-Xiao-Jun- Yang-Jin-Qiu.Key Points of Potential Safety and Quality Hazard Troubleshooting for Chengdu Metro Construction[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(1): 61-67
[7] XIAO Chao1 WANG Shuying1 YE Xinyu1 SHI Jiehong2 YANG Junsheng1.Study on Soil Conditioning Technology for an EPB Shield in an Argillaceous Siltstone Formation[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(5): 165-170
[8] ZHANG Lu-Gen.Numerical Analysis of Shield Tunneling Under an Electric Power Tunnel in Sandy Strata of Zhengzhou [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(5): 161-173
[9] Zhang Ning.Settlement Control Technology for a Shallow-Buried Large-Span Tunnel Beneath a 110 kV High-Voltage Pylon[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(6): 184-188
[10] HE Si-Jin, LIN Yun-Hong.Influence of Metro Shield Driving under Railway Yard and Construction Design[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(3): 166-170
[11] DENG Bin-1, GU Xiao-Fang-2.Study of Key Techniques for a Shield Machine Passing Through a Mined Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(2): 59-64
[12] LUO Zhong, CHEN Ming-Hui.Settlement Control of Bored Tunnels in Water-Rich Sandy Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(2): 125-131
[13] WANG Zhang-Ya.Alternated Construction Technique Applied to a Shield-Driven Tunnel in a Water-Abundant Sandy Pebble Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2011,48(6): 150-154
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY