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

Dai Biaobing; Fan Qingguo; Zhao Xihong

doi:10.13204/j.gyjz200509015

Volume 35 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(9): 54-59,63

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

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

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

doi: 10.13204/j.gyjz200509015

1.
Department of Geotechnical Engineering,Tongji University Shanghai 200092

Received Date: 2005-03-28
Publish Date: 2005-09-20

Abstract

Abstract

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.
- up-down construction,
- deep excavation engineering,
- horizontal,
- displacement heave,
- differential displacement,
- earth pressure,
- stress in diaphragm wall

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References(4)

References

徐至钧,赵锡宏.深基坑支护设计理论与技术新进展--逆作法设计与施工.北京:机械工业出版社,2002;

[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;

[3] 赵锡宏,李蓓,杨国祥,等.大型超深基坑工程实践与理论.北京:人民交通出版社,2005;

[4] 赵锡宏,陈志明,胡中雄,等.高层建筑深基坑围护工程实践与分析.上海:同济大学出版社,1996

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