DocumentCode :
3240475
Title :
Application research on using geogrid in semi-filling and semi-excavating roadbed engineering
Author :
Gao, Wen-xue ; Liu, Hong-yang ; Xiao, Peng-fei ; Yan, Peng-cheng
Author_Institution :
Coll. of Archit. & Civil Eng., Beijing Univ. of Technol., Beijing, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2008
Lastpage :
2011
Abstract :
The limit equilibrium method is usually used in stability analysis of reinforced roadbed. It considers the function of reinforcing material as equivalent tension and neglects Interaction between soil and reinforcing material. Based on the roadbed engineering construction of phase III engineering in Beijing-Chengde Highway, a grid-soil contact element has been constructed to research the application of geogrid in semi-filling and semi-excavating roadbed, and the failure mode and stability of roadbed according to the numerical simulation result is also discussed in this study. We put forward the optimization scheme of reinforcement of using geogrid in semi-filling and semi-excavating roadbed engineering.
Keywords :
civil engineering; failure (mechanical); numerical analysis; road building; soil; Beijing-Chengde highway; equivalent tension; failure mode; geogrid; grid-soil contact element; limit equilibrium method; numerical simulation; reinforced roadbed; reinforcement optimization; reinforcing material; roadbed engineering construction; semiexcavating roadbed engineering; semifilling roadbed engineering; stability analysis; Geogrid; Numerical Simulation; Roadbed Engineering; Stability; Strength Reduction Method;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775447
Filename :
5775447
Link To Document :
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