Finite element analysis about subsidence properties of composite foundation under embankment

Author

Weidong, Pan ; Ke, Zhu ; Renguo, Gu ; Yonggang, Lv

Author_Institution

Coll. of Civil Eng. & Transp., South China Univ. of Tech., Guangzhou, China

fYear

2011

fDate

16-18 April 2011

Firstpage

1301

Lastpage

1305

Abstract

Three-dimensional model based on CFG pile composite foundation of the Wuhan-Guangzhou Passenger Line is built by ABAQUS finite element analysis. According to the study of influence of pile-soil modulus ratio on the mechanical settlement properties of CFG pile composite foundation, it gets some useful conclusions for engineering practice, and verifies that ABAQUS finite element software is feasible to deal with nonlinear analysis of geotechnical engineering.

Keywords

composite materials; finite element analysis; foundations; geotechnical engineering; structural engineering computing; ABAQUS finite element analysis; ABAQUS finite element software; CFG pile composite foundation; Wuhan-Guangzhou passenger line; embankment; geotechnical engineering; mechanical settlement property; nonlinear analysis; pile-soil modulus ratio; three-dimensional model; Biological system modeling; Finite element methods; Friction; Load modeling; Resistance; Software; Soil; CFG pile composite foundation; Finite element analysis; settlement properties;

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.2011.5769347

Filename

5769347