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MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (3) :147-152    DOI:
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Rapid Advance Curtain Grouting Technology  for the Jiaozhou Bay Subsea Tunnel
 (The Second Engineering Co. Ltd., China Railway Erju Group, Chengdu  610091)
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Abstract  In light of the low efficiency of advance curtain grouting in water-rich tunnels, this paper systematically sums up the factors involved in the optimization and improvement of drilling equipment, the selection of grouting materials, and the development and utilization of the two-channel grouter—all of which are affecting the speed of advance curtain grouting in the construction of the Jiaozhou Bay Subsea Tunnel, located in a water-rich fault fracture zone. The results obtained by using this technique were significant and included a dense filling in cracks, maintained integrity of the surrounding rock, and better strength and density.
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KeywordsSubsea tunnel   Advance curtain grouting   Two-channel grouter     
Abstract:  In light of the low efficiency of advance curtain grouting in water-rich tunnels, this paper systematically sums up the factors involved in the optimization and improvement of drilling equipment, the selection of grouting materials, and the development and utilization of the two-channel grouter—all of which are affecting the speed of advance curtain grouting in the construction of the Jiaozhou Bay Subsea Tunnel, located in a water-rich fault fracture zone. The results obtained by using this technique were significant and included a dense filling in cracks, maintained integrity of the surrounding rock, and better strength and density.
KeywordsSubsea tunnel,   Advance curtain grouting,   Two-channel grouter     
published: 2012-09-03
Cite this article:   
.Rapid Advance Curtain Grouting Technology  for the Jiaozhou Bay Subsea Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(3): 147-152
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I3/147
 
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