DocumentCode
3168857
Title
Research on calculation method of retaining structure with double-row pile
Author
Li-jun, Li ; Ren-wang, Liang
Author_Institution
Coll. of Civil & Archit. Eng., Taiyuan Univ. of Technol., Taiyuan, China
fYear
2011
fDate
16-18 April 2011
Firstpage
3421
Lastpage
3424
Abstract
As one of the optimum design of enclosure structures for deep excavation, the double-row pile has advantages of large lateral stiffness, no support and small footprint. But more studies should be done on how it works practically. the paper summarizes the currently used model, analyses and compares of their characteristics. Using a typical example, verifies the advantages and disadvantages of flexible calculation method, and directs the future study of double-row pile.
Keywords
design engineering; elasticity; foundations; deep excavation; double-row pile; enclosure structures; lateral stiffness; optimum design; Building materials; Civil engineering; Earth; Educational institutions; Rocks; Soil; double-row pile; flexible calculation method; model; theory of soil arching;
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.2011.5769294
Filename
5769294
Link To Document