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Одређивање отпорности на замор асфалтних узорака ојачаних геомрежом применом методе савијања гредица у четири тачке / Determining of the fatigue resistance of a grid-reinforced asphalt concrete by using four point bending beam test
(Srpsko društvo za puteve VIA VITASerbian society for roads VIA VITA, 2018)
Флексибилне коловозне конструкције су подложне појави пукотина услед замора и термичких утицаја, а значајан проблем представља и појава рефлектованих пукотина код полукрутих коловозних конструкција или код крутих које су ...
The analysis of asphalt mixtures based on two-dimensional scanned images / Analiza asfaltnih mešavina na osnovu dvodimenzionalnih skeniranih slika
(Srpsko društvo za puteve VIA-VITA, Beograd, 2014)
The internal structure of the aggregate skeleton Is very important for performance of asphalt mixtures, in particular regarding their resistance to permanent deformation. However, the analysis of gradation and volumetric ...
Management of RCF rail defects / Upravljanje šinskim defektima usled zamora materijala
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2016)
Infrastructure Manager should monitor the wear of rail steel and development of defects on the running surface of rails in order to accomplish efficient lifecycle management of rails. According to the collected statistical ...
Rail defects due to rolling contact fatigue / Šinski defekti usled zamora materijala
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
Dynamic load on modern railways is increasing with speed, traffic and axle load. Defects due to rolling contact fatigue are becoming more expressed because of high wheel/rail contact stress. Rail grinding removes the ...
Use of geogrids for rehabilitation of flexible pavements / Primena geomreža za rehabilitaciju fleksibilnih kolovoznih konstrukcija
(Srpsko društvo za puteve VIA-VITA, Beograd, 2013)
Geogrids have been used for a long time in pavement rehabilitation projects in order to slow down the reflection of cracks from the existing pavement. This paper presents the results of an experiment performed in Belgrade ...
Vrednosti indeksa mraza za glavne meteorološke stanice u Srbiji u periodu od 1992. do 2014. godine
(Put i saobraćaj, 2016)
Ulaganja u putnu mrežu tipično zahtevaju značajna sredstva i putevi predstavljaju jedno od najznačajnih društvenih bogatstava koje omogućava privredni razvoj. Troškovi izgradnje kolovoznih konstrukcija tipično čine oko ...
Harmonization of track alignment design parameters / Harmonizacija parametara trase železničke pruge
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
This paper presents a process of harmonization of technical regulations in the Railway applications field in the Republic of Serbia. The content of standard SRPS EN 13803-1:2010 Railway applications - Track - Track alignment ...
Osnove forenzičkih istraživanja fleksibilnih kolovoznih konstrukcija
(Put i saobraćaj, 2014)
Railway transport competitiveness - Ecological aspect
(Izgradnja, 2015)
Track stiffness and the vertical track geometry deterioration modeling / Krutost šinske podloge i modeliranje propadanja vertikalne geometrije koloseka
(Univerzitet u Nišu, Niš, 2012)
Railway track stiffness is a basic parameter of track design which influences the bearing capacity, the dynamic behavior of passing vehicles, track geometry quality and the life of track components. In this paper track ...