DocumentCode
3306136
Title
Research on Seismic Response of Roadbed Slope
Author
Wei, Zhong ; Quanwen, Zhang
Author_Institution
Key Lab. of Mountain Hazards & Surface Process, Chengdu, China
fYear
2012
fDate
12-14 Jan. 2012
Firstpage
645
Lastpage
648
Abstract
The dynamic response characteristics of highway roadbed slope under the action of seismic dynamic loading are analyzed in this paper. Furthermore, the dynamic response rules under the cohesion influence of roadbed soil are analyzed in detail. Finally, the amplification coefficient distribution of acceleration, velocity, displacement and relative displacement are comprehensively analyzed under various cohesions. And the final plastic zone is gained.
Keywords
acceleration; earthquake engineering; roads; soil; structural engineering; acceleration; amplification coefficient distribution; highway roadbed slopes; plastic zone; relative displacement; roadbed soil cohesion influence; seismic dynamic loading; seismic response; velocity; Acceleration; Analytical models; Earthquakes; Finite element methods; Numerical models; Plastics; Soil; dynamic response; highway roadbed slope; numerical simulation; roadbed soil cohesion;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on
Conference_Location
Zhangjiajie, Hunan
Print_ISBN
978-1-4673-0470-2
Type
conf
DOI
10.1109/ICICTA.2012.167
Filename
6150091
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