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《Industrial Construction》 2005-09
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A STUDY ON MONITORING OF UP-DOWN CONSTRUCTION FOR DEEP EXCAVATION ENGINEERING

Dai Biaobing Fan Qingguo Zhao Xihong(Department of Geotechnical Engineering,Tongji University Shanghai 200092)  
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.
【CateGory Index】: TU94
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