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Original scientific paper
https://doi.org/10.17559/TV-20140916142451

Characterization of cement stabilized pavement layers with ultrasound testing

Ivana Barišić   ORCID icon orcid.org/0000-0002-8680-977X ; University of Osijek, Faculty of Civil Engineering Osijek, Drinska 16a, 31000 Osijek, Croatia
Sanja Dimter   ORCID icon orcid.org/0000-0003-0688-8592 ; University of Osijek, Faculty of Civil Engineering Osijek, Drinska 16a, 31000 Osijek, Croatia
Tatjana Rukavina   ORCID icon orcid.org/0000-0003-0968-4413 ; Faculty of Civil Engineering, University of Zagreb, Fra Andrije Kačića-Miošića 26, 10 000 Zagreb, Croatia

Fulltext: english, pdf (1 MB) pages 447-453 downloads: 409* cite
APA 6th Edition
Barišić, I., Dimter, S. & Rukavina, T. (2016). Characterization of cement stabilized pavement layers with ultrasound testing. Tehnički vjesnik, 23 (2), 447-453. https://doi.org/10.17559/TV-20140916142451
MLA 8th Edition
Barišić, Ivana, et al. "Characterization of cement stabilized pavement layers with ultrasound testing." Tehnički vjesnik, vol. 23, no. 2, 2016, pp. 447-453. https://doi.org/10.17559/TV-20140916142451. Accessed 15 Apr. 2021.
Chicago 17th Edition
Barišić, Ivana, Sanja Dimter and Tatjana Rukavina. "Characterization of cement stabilized pavement layers with ultrasound testing." Tehnički vjesnik 23, no. 2 (2016): 447-453. https://doi.org/10.17559/TV-20140916142451
Harvard
Barišić, I., Dimter, S., and Rukavina, T. (2016). 'Characterization of cement stabilized pavement layers with ultrasound testing', Tehnički vjesnik, 23(2), pp. 447-453. https://doi.org/10.17559/TV-20140916142451
Vancouver
Barišić I, Dimter S, Rukavina T. Characterization of cement stabilized pavement layers with ultrasound testing. Tehnički vjesnik [Internet]. 2016 [cited 2021 April 15];23(2):447-453. https://doi.org/10.17559/TV-20140916142451
IEEE
I. Barišić, S. Dimter and T. Rukavina, "Characterization of cement stabilized pavement layers with ultrasound testing", Tehnički vjesnik, vol.23, no. 2, pp. 447-453, 2016. [Online]. https://doi.org/10.17559/TV-20140916142451
Fulltext: croatian, pdf (1 MB) pages 447-453 downloads: 312* cite
APA 6th Edition
Barišić, I., Dimter, S. & Rukavina, T. (2016). Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka. Tehnički vjesnik, 23 (2), 447-453. https://doi.org/10.17559/TV-20140916142451
MLA 8th Edition
Barišić, Ivana, et al. "Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka." Tehnički vjesnik, vol. 23, no. 2, 2016, pp. 447-453. https://doi.org/10.17559/TV-20140916142451. Accessed 15 Apr. 2021.
Chicago 17th Edition
Barišić, Ivana, Sanja Dimter and Tatjana Rukavina. "Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka." Tehnički vjesnik 23, no. 2 (2016): 447-453. https://doi.org/10.17559/TV-20140916142451
Harvard
Barišić, I., Dimter, S., and Rukavina, T. (2016). 'Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka', Tehnički vjesnik, 23(2), pp. 447-453. https://doi.org/10.17559/TV-20140916142451
Vancouver
Barišić I, Dimter S, Rukavina T. Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka. Tehnički vjesnik [Internet]. 2016 [cited 2021 April 15];23(2):447-453. https://doi.org/10.17559/TV-20140916142451
IEEE
I. Barišić, S. Dimter and T. Rukavina, "Karakterizacija cementom stabiliziranih nosivih slojeva kolničkih konstrukcija metodom ultrazvuka", Tehnički vjesnik, vol.23, no. 2, pp. 447-453, 2016. [Online]. https://doi.org/10.17559/TV-20140916142451

Abstracts
Performance of ultrasonic pulse velocity (UPV) in hydraulically bound mixtures is examined as a non-destructive testing, in order to estimate its potential for pavement material characterization. Test results show that an increase in cement content results in an increase in UPV values. Increase in steel slag aggregate content results in a decrease in UPV values. Analyses of relationship between UPV values and strengths have shown strong polynomial relationship. For UPV values ranging 2 ÷ 3,2 km/s cement stabilized material can be classified as appropriate for usage in road construction. Test results have shown good potential for UPV measure as non-destructive method in cement stabilized material characterization.

Keywords
cement stabilized material; compressive strength; non-destructive testing; pavement; steel slag; ultrasound pulse velocity (UPV)

Hrčak ID: 156834

URI
https://hrcak.srce.hr/156834

[croatian]

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