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MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (2) :116-119    DOI:
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Construction Techniques of Advance Reinforcement for Immature Fine Sandstone Stratum with Rich Water in Taoshuping Tunnel
(1 Headquarters of Lanzhou-Chongqing Railway, China Railway No.21 Construction Bureau Group Co. Ltd., Lanzhou 730000;
2 Lanzhou-Chongqing Railway Co., Ltd., Lanzhou  730050)
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Abstract It is necessary to take some measures to ensure construction progress, safety and quality for a tunnel passing through fine sanfstone stratum. This paper introduces the advance reinforcement technique by jet grouting for the tunnel exit embedded in immature fine sandstone stratum with rich water based on the practice of Taoshuping tunnel Lot LYS-7 on Lanzhou-Chongqing railway.
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Articles by authors
LI Shi-Cai-1
Shi-Guang-Rong- 2
Wu-Jun-2
Keywords： Tunnel construction；immature fine sandstone stratum with rich water；Ground advance reinforcement；High-pressure rotary jet grouting   Horizontal rotary jet grouting     
Abstract： It is necessary to take some measures to ensure construction progress, safety and quality for a tunnel passing through fine sanfstone stratum. This paper introduces the advance reinforcement technique by jet grouting for the tunnel exit embedded in immature fine sandstone stratum with rich water based on the practice of Taoshuping tunnel Lot LYS-7 on Lanzhou-Chongqing railway.
Keywords： Tunnel construction；immature fine sandstone stratum with rich water；Ground advance reinforcement；High-pressure rotary jet grouting,   Horizontal rotary jet grouting     
published: 2011-03-04
Cite this article:   
LI Shi-Cai-1, Shi-Guang-Rong- 2, Wu-Jun-2 .Construction Techniques of Advance Reinforcement for Immature Fine Sandstone Stratum with Rich Water in Taoshuping Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(2): 116-119
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I2/116
　
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