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MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (6) :150-154    DOI:
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Alternated Construction Technique Applied to a Shield-Driven Tunnel in a Water-Abundant Sandy Pebble Stratum
(China Railway Chengdu Rail Transit Co., Ltd., Chengdu 611731)
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Abstract  For the first time, the alternated construction technique is applied to a shield-driven tunnel in a water-abundant sandy pebble stratum. In order to avoid sizeable ground settlements and damage to roads and pipelines after shield driving, the information oriented construction techniques of shield driving control, ground grouting reinforcement, pipe-jacking grouting reinforcement and construction monitoring were applied. These measures proved to be effective and successful.
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WANG Zhang-Ya
KeywordsShield tunnel   Water-abundant sandy pebble stratum   Alternated construction   Construction techniques     
Abstract:  For the first time, the alternated construction technique is applied to a shield-driven tunnel in a water-abundant sandy pebble stratum. In order to avoid sizeable ground settlements and damage to roads and pipelines after shield driving, the information oriented construction techniques of shield driving control, ground grouting reinforcement, pipe-jacking grouting reinforcement and construction monitoring were applied. These measures proved to be effective and successful.
KeywordsShield tunnel,   Water-abundant sandy pebble stratum,   Alternated construction,   Construction techniques     
published: 2011-10-21
Cite this article:   
WANG Zhang-Ya .Alternated Construction Technique Applied to a Shield-Driven Tunnel in a Water-Abundant Sandy Pebble Stratum[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(6): 150-154
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I6/150
 
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