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MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (1) :138-142    DOI:
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Research of Risks and Countermeasures for Shield-driven Tunnel beneath Existing Railway
(Hangzhou Regional Railway Development Co, Ltd. Hanzhou 310007)
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Abstract Based on the shield-driven Hangzhou Metro line 1 beneath the Genshanmen marshalling station, the risks which may encounter is analyzed, and the corresponding countermeasures and parameters are proposed. To avoid serious track displacement, the option of reinforcement in separate blocks is presented regarding the shield driven area. Finally the effect of reinforcement is analyzed.
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SHI Shu
KeywordsShield-driven tunnel   Tunnel beneath existing railway   Reinforcement   Monitoring     
Abstract: Based on the shield-driven Hangzhou Metro line 1 beneath the Genshanmen marshalling station, the risks which may encounter is analyzed, and the corresponding countermeasures and parameters are proposed. To avoid serious track displacement, the option of reinforcement in separate blocks is presented regarding the shield driven area. Finally the effect of reinforcement is analyzed.
KeywordsShield-driven tunnel,   Tunnel beneath existing railway,   Reinforcement,   Monitoring     
published: 2011-12-11
Cite this article:   
SHI Shu .Research of Risks and Countermeasures for Shield-driven Tunnel beneath Existing Railway[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(1): 138-142
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I1/138
 
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