DocumentCode
2821781
Title
Numerical simulation of working performance for retaining structure with double-row piles
Author
Qian, Yulin ; Guo, Enguang
Author_Institution
Res. Inst. of Geotech. Eng., Yangzhou Univ., Yangzhou, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6633
Lastpage
6637
Abstract
ABAQUS is adopted to simulate deep excavation of retaining structure with double-row piles. Along with the increase of excavation depth, the pile lateral displacement and internal force distribution of retaining structure with double-row piles are studied. Influence law of pile lateral displacement and internal force are analyzed which comes from some affected factors, such us retaining structure types, distance between two rows, pile spacing, soil strength between piles, crown beam stiffness.
Keywords
finite element analysis; foundations; geotechnical engineering; mechanical strength; soil; structural engineering; crown beam stiffness; double-row piles; excavation depth; internal force distribution; numerical simulation; pile lateral displacement; pile spacing; retaining structure; soil strength; Buildings; Force; Manuals; Numerical simulation; Presses; Rocks; Soil; double-row piles; excavation; finite element; internal force; pile lateral displacement;
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.2011.5988566
Filename
5988566
Link To Document