DocumentCode :
3172194
Title :
Application of new Top-Down method in deep foundation
Author :
Ling, Jiao
Author_Institution :
Sch. of Urban & Environ., Xuchang Univ., Xuchang, China
fYear :
2011
fDate :
16-18 April 2011
Firstpage :
2970
Lastpage :
2973
Abstract :
Aiming at deficiency of cost higher in large area, and deep foundation pit excavation with conventional Top-Down method, A new Top-Down excavation method was introduced based on the general top-down excavation method. The key design techniques of the new Top-Down method include: using the temporary fender cast-in-place piles as exterior-protected construction in top-down excavation process; substituting level bracing system by basement slabs; combining the vertical structural supporting column with the temporary vertical shoring etc. A series of new techniques, including the profiled bar-concrete controlled bracing system, substituting level bracing system by variable level basement roof slap, several large diameter rings bracing on complex boundary condition, the top-down method of podium and the down-up method of turret etc. were first introduced and practiced in excavation engineering. It is shown that the new top-down method have good economic and social benefits. The method provides a new excavation engineering design choice for the similar pits, and the technology will be modified and improved in the future excavation design applications.
Keywords :
bars; concrete; foundations; geotechnical engineering; roofs; slabs; structural engineering; basement slabs; complex boundary condition; cost deficiency; deep foundation pit excavation; diameter ring bracing; excavation design; exterior protected construction; profiled bar-concrete controlled bracing system; structural supporting column; substituting level bracing system; temporary fender cast-in-place piles; temporary vertical shoring; top-down excavation method; variable level basement roof slap; Buildings; Control systems; Design methodology; Monitoring; Rocks; Slabs; Soil; deep foundation; new Top-Down method; profiled bar-concrete controlled bracing system; substituting level bracing system by basement slab;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location :
XianNing
Print_ISBN :
978-1-61284-458-9
Type :
conf
DOI :
10.1109/CECNET.2011.5769455
Filename :
5769455
Link To Document :
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