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MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (2) :128-131    DOI:
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Comprehensive Construction Techniques for a Tunnel in Water-soaked  Gravel and Sand
(China Railway No.13 Construction Bureau Group Co., Ltd., Changchun  130000)
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Abstract  Parameters of primary support was improved by increaing initial shotcret thickness, reducing steel frame intervals,setting locking anchor pipes at arch abutments and full-face composite grouting with cement and water glass for the water-soaked gravel and sand section in Gangudun tunnel. Construction techniques of the tunnel in water-soaked gravel and sand is summarized after analyzing the effect of support.
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HA Ji-Zhang
Huang-Wei-Wang
Shao-Da-Peng
Keywords：  Railway tunnel   Gravel and sand stratum   Construction technique     
Abstract：  Parameters of primary support was improved by increaing initial shotcret thickness, reducing steel frame intervals,setting locking anchor pipes at arch abutments and full-face composite grouting with cement and water glass for the water-soaked gravel and sand section in Gangudun tunnel. Construction techniques of the tunnel in water-soaked gravel and sand is summarized after analyzing the effect of support.
Keywords：  Railway tunnel,   Gravel and sand stratum,   Construction technique     
published: 2011-03-10
Cite this article:   
HA Ji-Zhang, Huang-Wei-Wang, Shao-Da-Peng .Comprehensive Construction Techniques for a Tunnel in Water-soaked  Gravel and Sand[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(2): 128-131
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I2/128
　
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