DocumentCode
2082632
Title
Study of embankment reinforced mechanism based on discrete-continuous coupling calculation method
Author
Wang, Jiaquan ; Wu, Huiqin ; Deng, Yibing ; Huang, Liuyun
Author_Institution
Department of Civil Engineering, Guangxi University of Technology, Liuzhou, China
fYear
2010
fDate
4-6 Dec. 2010
Firstpage
4049
Lastpage
4052
Abstract
Combination of respective advantages of discrete and continuous numerical methods, this paper developed a discrete-continuous coupled analysis method. Using the contact computation model to compute particle and the unit mutually contact action on discrete-continuous interface region. Through Particle Flow Code(PFC) and Fast Lagrangian Analysis of Continua(FLAC) Socket I/O connections, the two-dimensional discrete-continuous coupling computation can be realized. Based on the discrete-continuous coupling computational method, the reinforcement embankment carries on the coupling analysis. The results indicated that it can be realized the reinforced mechanism of geogrid treatment the old and new embankment, by using FLAC as external boundary condition, exerted on the discrete system PFC model. The geogrid plays the reinforcement role gradually from the embankment edge to the embankment center.
Keywords
Analytical models; Computational modeling; Couplings; Finite element methods; Force; Numerical models; Stress; coupling calculation; discrete element method; finite difference method; reinforced embankment;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Science and Engineering (ICISE), 2010 2nd International Conference on
Conference_Location
Hangzhou, China
Print_ISBN
978-1-4244-7616-9
Type
conf
DOI
10.1109/ICISE.2010.5688550
Filename
5688550
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