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《Modern Tunnelling Technology》 2009-03
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Long-distance and Rapid Driving of EFB Shield in Water-soaked Sand and Cobble Stratum

Yang Shujiang(China Railway Tunnel Stock Co.,Ltd.,Zhengzhou 450000)  
Geology in Chengdu city features high water table,high hard cobble content and high boulder content with local concentration.Whether shield tunneling is suitable for construction and which type of shield is adaptable have long been in dispute.Taking the construction of left tunnel of shield lot 4 of Chengdu metro Line 1 as an example,this paper studies the technique of rapid driving in water-soaked sand and cobble stratum by EFB shield,considering the shield type selection,boring parameters determination,rapid cutting tools replacement,building protection and monitoring measurement.And in view of problems arisen in the construction of Chengdu metro Line 1,corresponding suggestions on shield type selection and construction for Chengdu metro Line 2 are presented.
【CateGory Index】: U455.43
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【References】
Chinese Journal Full-text Database 7 Hits
1 Yang Shujiang(China Railway Tunnel Co.,Ltd.,Zhengzhou 450003);Causes of Surface Collapse in Water-rich Sand and Gravel Stratum during Shield Tunneling and Countermeasures[J];Urban Rapid Rail Transit;2011-01
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1 HE Chuan,YAN Qi-xiang (Department of Tunnel and Underground Engineering,Southwest Jiaotong University,Chengdu 610031,China);Key Issues of Applying Mudding-type EPB Shields to Sandy Cobble Ground in Chengdu,China[J];Tunnel Construction;2007-06
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【Co-citations】
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1 HU Xin-yu~(1,2),ZHANG Zi-xin~(1,2) (1.Key Laboratory of Geotechnical & Underground Engineering,Ministry of Education, Tongji University,Shanghai 200092,China; 2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Research on Dynamic Balance Mechanism of the Excavation Face with Earth Pressure Shield in Sandy Cobble Ground[J];Chinese Journal of Underground Space and Engineering;2009-06
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3 Yang Shujiang(China Railway Tunnel Co.,Ltd.,Zhengzhou 450003);Causes of Surface Collapse in Water-rich Sand and Gravel Stratum during Shield Tunneling and Countermeasures[J];Urban Rapid Rail Transit;2011-01
4 Yang Shujiang Shanghai Jiaotcng University, 200030, Shanghai, China;Drill and Blast Method of Tunnel Excavation on Hard Rock[J];Urban Mass Transit;2006-02
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1 LI Xi-yuan~1,YAN Jing-ya,SUN Yan-ping~2(1.Guangdong Road Engineering construction Co.Ltd.,Guangzhou 510635,China;2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Reasons and Countermeasures of Accidents Happened during the Shield Tunnel Construction[J];Chinese Journal of Underground Space and Engineering;2005-06
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