DocumentCode
3358552
Title
An approximate calculation of highway pavement modulus based on FWD deflection basin
Author
Wang, Ya-jian ; Hong, Zhi ; Zhang, Jian-lin
Author_Institution
Sch. of Archit. & Civil Eng., Xiamen Univ., Xiamen, China
fYear
2010
fDate
26-28 June 2010
Firstpage
2863
Lastpage
2866
Abstract
The different characteristics of pavement structure layer has been found that it can be directly reflected by FWD (falling weight deflectometer) deflection basin. However, the existing back-calculation method for the pavement modulus is regarded as complex, highly specialized approaches, hence, it is mainly used for the scientific research and design. In this paper, an approximate calculation model of pavement modulus is proposed for engineering by using Bousinesq formula which is based on elastic half-space theory, in addition, the measuring center displacement is checked by Odemark´s consecutive three-layer system, the result shows that it is in accordance with the measured deflection. It means that the approximate calculation for the pavement modulus is simple and available, especially in the use of pavement evaluation.
Keywords
elasticity; roads; structural engineering; Bousinesq formula; FWD deflection basin; elastic half-space theory; falling weight deflectometer; highway pavement modulus; Application software; Capacitive sensors; Civil engineering; Displacement measurement; Electronic mail; Genetic algorithms; Iterative methods; Radar detection; Road transportation; Stress; Bousinesp formula; FWD; approximate calculation of 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.2010.5536188
Filename
5536188
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