Ultrasonic wave propagation technique to evaluate the stiffness of bituminous mixtures

被引:0
作者
Utilisation de la propagation d'ondes ultrasonores pour l'évaluation de la rigidité de matériaux bitumineux routiers
机构
[1] LUNAM IFSTTAR, F-44344 Bouguenais
[2] École Centrale de Nantes, F-44300 Nantes
来源
| 1600年 / Lavoisier, 14 rue de Provigny, Cachan Cedex, F-94236, France卷 / 23期
关键词
Bitumen emulsion; Bituminous materials; Complex modulus; Voids; Wave test propagation;
D O I
10.3166/RCMA.23.139-153
中图分类号
学科分类号
摘要
Non-destructive ultrasonic technique appear as an alternative tool to assess the stiffness of bounded mixture and compacted in addition to the classical measurement of complex modulus obtained by the two points bending test. Compression wave celerity measurements at 250 kHz have been conducted on hot and cold bituminous mixtures. Experimental results show a strong influence of the manufacturing process on the wave celerity. The feasibility of ultrasonic methods for the bituminous materials characterization is strengthened by the identification of well known effects as void content and temperaturedependant behaviour. Finally complex moduli measured from wave propagation test and two points bending test respectively have been compared. © 2013 Lavoisier.
引用
收藏
页码:139 / 153
页数:14
相关论文
共 15 条
[1]  
Benmeddour F., Villain G., Abraham O., Choinska M., Development of an ultrasonic experimental device to characterise concrete for structural repair, Construction & Building Materials, 34, pp. 934-942, (2012)
[2]  
Celaya M., Nazarian S., Implementation of Quality Management of Hot-Mix Asphalt with Seismic Methods. Transportation Research Record, Journal of the Transportation Research Board, 2057, pp. 99-106, (2008)
[3]  
Chailleux E., De La Roche C., Piau J.M., Modeling of complex modulus of bituminous mixtures measured in tension/compression to estimate secant modulus in indirect tensile test, Materials and Structures, 44, pp. 641-657, (2011)
[4]  
Chane-Ki E., Apport de l'Imagerie Optique Pour Une Meilleure Compréhension des Relations Entre la Microstructure des Matériaux de Chaussées et Leurs Performances, (2008)
[5]  
Contreras J., Castro A., Vega A., Celaya M., Lombillo I., Dynamic modulus of asphalt mixture by ultrasonic direct test, NDT&E International, 43, pp. 629-634, (2010)
[6]  
Di Benedetto H., Sauzeat C., Sohm J., Stiffness of Bituminous Mixtures Using Ultrasonic Wave Propagation, International Journal of Pavement Engineering, 10, 4, pp. 789-814, (2009)
[7]  
Di Benedetto H., Nguyen H.M., Pouget S., Sauzeat C., Time-temperature superposition principle for bituminous mixtures: Three dimensional approach and extension in the non-linear domain, Actes de la Conference ICTI, Beijing, Chine, (2008)
[8]  
Di Benedetto H., Delaporte B., Sauzeat C., Three dimensional linear behaviour of bituminous materials: Experiments and modelling, International Journal of Geomechanics ASCE, pp. 149-157, (2007)
[9]  
Ferry J.D., Viscoelastic Properties of Polymers, (1980)
[10]  
Nguyen H.M., Pouget S., Di Benedetto H., Sauzeat C., Time-Temperature Superposition Principle for bituminous mixtures, European Journal of Environmental and Civil Engineering, 9, (2009)