DocumentCode
2807739
Title
The pile foundation of high-rise buildings treatment depth optimization in covered karst areas
Author
Yuanyuan, Wang ; Siqingi, Qin
Author_Institution
Key Lab. of Eng. Geomech., CAS, Beijing, China
fYear
2011
fDate
15-17 July 2011
Firstpage
3677
Lastpage
3679
Abstract
The Karst under the Quaternary system overburden is called covered karst, which is hidden. The foundation of the high-rise buildings on the covered karst using socketed pile has to be handled in order to satisfy bearing capacity and deformation. So, the treatment depth becomes one of the critical questions. Choosing the optimal treatment depth can both satisfy the need of engineering construction and shorten the construction period as well as save the cost. Taking the covered karst area in TangShan for example in the text, basing on the characteristic of the covered karst, we calculate and analyze the foundation deformation of the different treatment depth on the load of the high-rise buildings. After this, we check the roof stability in the covered karst area. Finally, we can say that the optimal treatment depth is 7m in the covered karst area. In this way, we can provide the reliable basis for similar construction engineerings in the covered karst areas.
Keywords
civil engineering; foundations; mechanical stability; roofs; bearing capacity; construction engineering; cost saving; covered karst areas; high-rise buildings treatment depth optimization; pile foundation; quaternary system; roof stability; socketed pile; Analytical models; Buildings; Geophysics; Laboratories; Optimization; Rocks; covered karst; deformation; end support socketed pile; treatment depth optimization;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987792
Filename
5987792
Link To Document