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
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;
Conference_Titel :
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location :
XianNing
Print_ISBN :
978-1-61284-458-9
DOI :
10.1109/CECNET.2011.5769294
