›› 2011, Vol. 25 ›› Issue (1): 1-.

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Interaction Analyses Between Rock-socketed Pile Structure and Deep Foundation Pit Excavation of Subway

GUO Xiao  gang1, WU Wei  xing1, SUN Guan  hua2   

  1. (1. Changjiang Survey, Planning, Design and Research Co., Ltd, Wuhan 430010;
    2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China)
  • Received:2010-01-12 Online:2011-02-20 Published:2014-06-27

Abstract: Based on Mingdu metro station of Wuhan as a project case, the simulating model was constructed and the interaction between the high\|rise structure with rock\|socketed pile at close range and the deep foundation pit excavation of metro station was analyzed. Results showed that the differential settlement of high\|rise structure with rock\|socketed pile was influenced by the construction of deep foundation pit excavation of metro station, but the influence was not significant. Therefore, the rock\|socketed pile was beneficial to the stability of the deep foundation pit excavation.

Key words: rock-socketed pile, high\, rise structure, subway station, deep foundation pit, interaction