Applying a Full-Field Measurement Technique to Study the Mechanical Behavior of Asphalt Mixtures

被引:0
|
作者
Teguedi, M-C [1 ]
Blaysat, B. [1 ]
Grediac, M. [1 ]
Liandrat, S. [2 ]
Moreira, S. [2 ]
Toussaint, E. [1 ]
机构
[1] Univ Blaise Pascal, Clermont Univ, Inst Pascal, BP 10448, F-630002 Aubiere, France
[2] CEREMA, DterCE, Dept Lab Clermont Ferrand, Clermont Ferrand, France
关键词
Grid method; Asphalt; Displacement measurement; Strain measurement; STRAIN DISTRIBUTION;
D O I
10.1007/978-94-024-0867-6_98
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study is an experimental investigation of the mechanical response of asphalt mixtures using a full-field measurement technique: the grid method. This measuring technique is able to detect small strain amplitudes (up to hundreds of microstrains) with a spatial resolution which is often compatible with the high strain gradients which generally occur in thin binder layers between aggregates. Compression tests were carried out on cylindrical specimens. Displacement and strain fields were measured during these tests. The main conclusion is that the mixtures exhibit highly concentrated strain peaks in the binder, while the aggregates remain almost undeformed. In addition the analysis of the local temporal response of the binder shows that it exhibits a nonlinear local response.
引用
收藏
页码:705 / 711
页数:7
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