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Dai Biaobing, Fan Qingguo, Zhao Xihong. A STUDY ON MONITORING OF UP-DOWN CONSTRUCTION FOR DEEP EXCAVATION ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 54-59,63. doi: 10.13204/j.gyjz200509015
Citation: Dai Biaobing, Fan Qingguo, Zhao Xihong. A STUDY ON MONITORING OF UP-DOWN CONSTRUCTION FOR DEEP EXCAVATION ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 54-59,63. doi: 10.13204/j.gyjz200509015

A STUDY ON MONITORING OF UP-DOWN CONSTRUCTION FOR DEEP EXCAVATION ENGINEERING

doi: 10.13204/j.gyjz200509015
  • Received Date: 2005-03-28
  • Publish Date: 2005-09-20
  • In a 238m high and 60-storey super-tall building with 10-storey podium, excavation depth of 18.95~24.00m and an area of 22 000m2 in Shanghai, based on the theoretical concept and experience, it has been analyzed that a great deal of monitoring results for horizontal displacements, heave in pit bottom, differential displacements between diaphragm wall and adjacent mid-post pile and between mid-post piles, earth pressure and stress in diaphragm wall for special deep and big excavation, and five characteristics of stress and displacement for up-down construction method differing with normal construction method have also been obtained. Some suggestions on improving the design of up-down construction method for deep excavation engineering are presented, which may be a reference for other similar projects.
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    [2] 叶可明,王允恭,李定江.上海高层建筑多层地下室逆作法施工技术.见:第二届上海国际土木建筑施工技术研讨会论文集,上海:2000;
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