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izvor podataka: crosbi

Characterization of cement stabilized pavement layers with ultrasound testing (CROSBI ID 227475)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Barišić, Ivana ; Dimter, Sanja ; Rukavina, Tatjana Characterization of cement stabilized pavement layers with ultrasound testing // Tehnički vjesnik : znanstveno-stručni časopis tehničkih fakulteta Sveučilišta u Osijeku, 23 (2016), 2; 447-453. doi: 10.17559/TV-20140916142451

Podaci o odgovornosti

Barišić, Ivana ; Dimter, Sanja ; Rukavina, Tatjana

hrvatski

Characterization of cement stabilized pavement layers with ultrasound testing

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.

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

nije evidentirano

engleski

Characterization of cement stabilized pavement layers with ultrasound testing

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.

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

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

Podaci o izdanju

23 (2)

2016.

447-453

objavljeno

1330-3651

1848-6339

10.17559/TV-20140916142451

Povezanost rada

Građevinarstvo

Poveznice
Indeksiranost