DocumentCode
3171349
Title
Numerical analysis on the mechanism with CFS rammed expanded piles by particle flow code
Author
Yajun, Zhao ; Hongdong, Ye ; Changlong, Wang ; Lijun, Kuang
Author_Institution
Dept. of Civil Eng., Hebei Univ. of Eng., Handan, China
fYear
2011
fDate
16-18 April 2011
Firstpage
3279
Lastpage
3282
Abstract
Numerical modeling of soil-pile interaction under vertical loading was performed by Particle Flow Code in two dimensions. The numerical simulations show that the change of the soil particle and porosity in which the composite foundation with rammed expanded piles under the different vertical loading, and interpret the pile-soil mechanism that is quantitative analysis. The phenomena and corresponding mechanisms obtained from numerical tests benefit design and implementation of physical model tests.
Keywords
geotechnical engineering; numerical analysis; soil; structural engineering computing; CFS rammed expanded piles; numerical simulations; particle flow code; physical model tests; soil-pile interaction; vertical loading; Analytical models; Buildings; Load modeling; Loading; Numerical analysis; Numerical models; Soil; numerical modeling of particle flow; soil-pile interaction; vertical loading;
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.2011.5769414
Filename
5769414
Link To Document