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Volume 36 Issue zk2
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LI Yuan-song, DUAN Xin, LI Yang, LI Xin-ping. Comparative research on design approaches on retaining structure for deep foundation pits in Chinese and European geotechnical design codes[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 77-81. DOI: 10.11779/CJGE2014S2013
Citation: LI Yuan-song, DUAN Xin, LI Yang, LI Xin-ping. Comparative research on design approaches on retaining structure for deep foundation pits in Chinese and European geotechnical design codes[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 77-81. DOI: 10.11779/CJGE2014S2013
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Comparative research on design approaches on retaining structure for deep foundation pits in Chinese and European geotechnical design codes

  • 1. School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China;
    2. Hubei Key Laboratory of Road-bridge and Structure Engineering,Wuhan University of Technology,Wuhan 430070,China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The European geotechnical design code EN1997-1 introduces the partial coefficient method based on the theory of probability limit in geotechnical design. Its core is the three design approaches, which of one, two or three can be selected according to different circumstances. A design scheme of retaining structures is used as the example to illustrate the calculation process and the method for getting values of parameters in the three kinds of design approaches respectively. The results are compared with those calculated according to China's code to find out the difference in bearing capacity, stability, and anti-slip. Consequently, it is expected to help China's geotechnical engineering designers to understand and apply the European code EN1997-1.
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    • References (12)
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    European Committee for Standardization. EN1990—2002 Eurocode0: basis of structural design[S]. London: BSI, 2002.
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    European Committee for Standardization. BS EN1997—1: 2004-Eurocod 7: Geotechnical Design Part1:General rules[S]. London:BSI,2004.
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    European Committee for Standardization.BS EN 1997—2: 2007-Eurocode7: Geotechnical Design Part2: Ground investigation and testing[S]. London: BSI, 2007.
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    FRANK R, BAUDUIN C, DRISCOLL R, et al. Designers’Guide to EN1997—1-Eurocode7 Geotechnical design and general rules[M]. London: Thomas Telford Ltd, 2004.
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    李元松, 余顺新, 邓 涛. EN1997-1设计方法与国内规范设计方法对比[J]. 岩土力学, 2012, 33(增刊2): 105-110. (LI Yuan-song, YU Shun-xin, DENG Tao. Comparing three design approaches in EN1997-1 Eurocode with those in Chinese geotechnical design code[J]. Rock and Soil Mechanics, 2012, 33(S2): 105-110. (in Chinese))
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