Relationship between ultrasonic Rayleigh wave propagation and capillary porosity in cement paste with variable water content

被引:18
作者
Soltani, Fethi [1 ]
Goueygou, Marc [2 ]
Lafhaj, Zoubeir [1 ]
Piwakowski, Bogdan [2 ]
机构
[1] Ecole Cent Lille, UMR CNRS 8107, LML, Villeneuve Dascq, France
[2] Ecole Cent Lille, UMR CNRS 8520, IEMN DOAE, Inst Elect Microelect & Nanotechnol, Villeneuve Dascq, France
关键词
Ultrasonic testing; Cement; Porosity; Water saturation; Rayleigh wave; SURFACE-WAVES; MORTAR; DISPERSION;
D O I
10.1016/j.ndteint.2012.12.003
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The relationship between Rayleigh wave velocity at ultrasonic frequencies and capillary porosity is investigated in dry and water saturated cement paste. Capillary porosity is varied by changing the water/cement (w/c) ratio. Water saturation is set at four levels - 100, 70, 30 and 0% - by drying the fully saturated specimen. Rayleigh wave (RW) wavefront and phase velocities are measured using air-coupled ultrasonic transducers as transmitter and receiver. The measurement accuracy is evaluated using a reference specimen made up of a non-dispersive material. As expected, a linear decrease of RW velocity vs. porosity is observed for the intermediate saturation states, but not for the fully and dry states, possibly due to micro-cracks induced during the drying phase and to the presence of bubbles in the specimens with low w/c ratio. The comparison of phase velocity in specimens with low and high w/c ratio shows an inversion of the porosity gradient perpendicular to the surface of measurements, which is due to segregation of cement at high w/c ratio. Finally, the correlation between RW velocity and capillary porosity is analyzed and compared with results obtained in mortar. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:75 / 83
页数:9
相关论文
共 30 条
  • [1] Abraham O, 2011, CONSTRUCTIO IN PRESS
  • [2] Achenbach JD, 1999, APPL MATH MECH SERIE, V16
  • [3] Wave dispersion and attenuation in fresh mortar: theoretical predictions vs. experimental results
    Aggelis, DG
    Polyzos, D
    Philippidis, TP
    [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2005, 53 (04) : 857 - 883
  • [4] Aki K., 2009, Quantitative Seismology
  • [5] Assessment and prediction of RC structure service life by means of durability indicators and physical/chemical models
    Baroghel-Bouny, V.
    Nguyen, T. Q.
    Dangla, P.
    [J]. CEMENT & CONCRETE COMPOSITES, 2009, 31 (08) : 522 - 534
  • [6] Near-offset effects on Rayleigh-wave dispersion measurements: Physical modeling
    Bodet, L.
    Abraham, O.
    Clorennec, D.
    [J]. JOURNAL OF APPLIED GEOPHYSICS, 2009, 68 (01) : 95 - 103
  • [7] BREYSSE D, 2008, P 6 INT WORKSH PROB
  • [8] Bungey J.H., 1996, TESTING CONCRETE STR
  • [9] CEB, 1989, DUR CONCR STRUCT
  • [10] Ultrasonic wave propagation in heterogeneous solid media: Theoretical analysis and experimental validation
    Chaix, JF
    Garnier, V
    Corneloup, G
    [J]. ULTRASONICS, 2006, 44 (02) : 200 - 210