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Published: Građevinar 71 (2019) 2
Paper type: Preliminary report
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Evaluation of frost blanket layer strength using different devices

Lina Bertulienė, Lina Juknevičiūtė – Žilinskienė, Henrikas Sivilevičius, Alfredas Laurinavicius

Abstract

The relationship between the static and dynamic deflection modulus is presented in the paper, and a correlation between the FBL physical and strength indicators is determined. The correction coefficients of dynamic measurements, as related to static beam readings, are presented. The results show that, in the absence of a static beam, static beam readings can be replaced by the readings of any of the three analysed dynamic devices, and the FBL strength can thus be measured.

Keywords
pavement structure, frost blanket layer, deflection modulus, coefficient of filtration

HOW TO CITE THIS ARTICLE:

Bertulienė, L., Juknevičiūtė – Žilinskienė, L. ., Sivilevičius, H., Laurinavicius, A.: Evaluation of frost blanket layer strength using different devices, GRAĐEVINAR, 71 (2019) 2, pp. 95-104, doi: https://doi.org/10.14256/JCE.2139.2017

OR:

Bertulienė, L., Juknevičiūtė – Žilinskienė, L. ., Sivilevičius, H., Laurinavicius, A. (2019). Evaluation of frost blanket layer strength using different devices, GRAĐEVINAR, 71 (2), 95-104, doi: https://doi.org/10.14256/JCE.2139.2017

LICENCE:

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This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
DSC 5832 LB
Lina Bertulienė
Vilnius Gediminas Technical University
DSC 5858 LJZ
Lina Juknevičiūtė – Žilinskienė
Vilnius Gediminas Technical University
Henrikas Sivilevicius
Henrikas Sivilevičius
Vilnius Gediminas Technical University
Laurinavicius Alfredas
Alfredas Laurinavicius
Department of Road,
Vilnius Gediminas Technical University,
Lithuania