DocumentCode :
179532
Title :
Three-Dimensional Dynamic Model of Complex Subgrade under Traffic Moving Load
Author :
Han Xianxia ; Yang Lin ; Zhao Wenchao ; Huang Zhixing
Author_Institution :
Traffic Manage. Comm., Dept. of Transp., Zhengzhou, China
fYear :
2014
fDate :
15-16 June 2014
Firstpage :
1107
Lastpage :
1109
Abstract :
From highway sub grade, this paper takes the dynamic finite element simulation method to simulate dynamic response of saturated silt roadbed under typical working conditions, takes analysis of the relationship between additional dynamic stress of sub grade and its liquefaction resistance, the ratio relationship between additional dynamic stress and its original effect, and influence of various main factors on stability of saturated silt roadbed.
Keywords :
civil engineering computing; dynamic response; finite element analysis; mechanical stability; road building; road traffic; stress analysis; complex subgrade; dynamic finite element simulation method; dynamic stress; highway subgrade; liquefaction resistance; saturated silt roadbed dynamic response simulation; three-dimensional dynamic model; traffic moving load; working conditions; Axles; Finite element analysis; Load modeling; Numerical models; Telecommunication traffic; Vehicle dynamics; Wheels; complex subgrade; dynamic model; traffic load;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
Conference_Location :
Hunan
Print_ISBN :
978-1-4799-4262-6
Type :
conf
DOI :
10.1109/ISDEA.2014.245
Filename :
6977791
Link To Document :
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