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《Modern Tunnelling Technology》 2001-02
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Analysis on earthquake-caused ground liquefying in shield-driven tunnel section from Xufuxiang Station to Nanjing Station, Nanjing metro

Wang Shengping Yan Gaoxiang (Survey and Design Institute of Tunnel Engineering Bureau, CREC, 471000)  
This paper briefly introduces the liquefying mechanism of ground at saturated sandy and silty soil due to earthquake and the identifying method and presents the treatment measures to liquefying occurred at the shield-driven tunnel in urban metro. In the meantime, the problems of liquefying after metro construction and liquefying scope after grouting are discussed, which can be taken as a reference for the survey, design and construction of urban metro in the future.
【CateGory Index】: U231.3
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 XIE Yong-mou~1,TAN Guang-jie~2,XU Liang~2 (1.Highway Survey and Design Research Institute,Sichuan Communications Department,Chengdu610041,China; 2.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu610059,China);Using the artificial neural network to calculate liquation index by static cone penetration test[J];Building Science Research of Sichuan;2004-02
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