DocumentCode
3366131
Title
The optimum thickness confirmation of asphalt mixture stress-absorbing material interlayer
Author
Zhao, Fuxiao ; Yu, Tianqing ; Cheng, JianHua
Author_Institution
Coll. of Resources & Civil Eng., Northeast Univ., Shenyang, China
fYear
2010
fDate
26-28 June 2010
Firstpage
1114
Lastpage
1117
Abstract
The studying team prepared stress-absorbing material interlayer (SAMI) modified asphalt mixture by the best use of local conditions to test its actual modulus of elasticity, Combining with actual local conditions, Studying team ultimately determine the SAMI practical elastic modulus, which was applied to ANSYS finite element method (FEM) software to calculate the different stress effect of the SAMI thickness, Through analyzing the stress-strain laws with the change of asphalt mixture SAMI thickness under traffic loads, we learned that SAMI eases its own stress a little by increasing its thickness, SAMI thickness change has little effect to the maximum bending deflection values in overlay surface and the bending deflection and the bending deflection difference on both sides of seams. Finally we determine a optimum value of asphalt mixture SAMI thickness for the locally available materials to meet the requirements of anti-cracking for both design and construction at the maximum limit.
Keywords
asphalt; bending; elastic moduli; finite element analysis; stress analysis; stress-strain relations; structural engineering computing; ANSYS finite element method software; anticracking; asphalt mixture stress absorbing material interlayer; bending deflection; maximum bending deflection values; modulus of elasticity; optimum thickness confirmation; overlay surface deflection; stress-strain laws; Aggregates; Asphalt; Building materials; Civil engineering; Educational institutions; Materials testing; Minerals; Petroleum; Road transportation; Stress; FEM; SAMI; asphalt mixture; elastic modulus;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536612
Filename
5536612
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