Miomir Miljković

ORCID: 0000-0002-1821-4651
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About
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Research Areas
  • Asphalt Pavement Performance Evaluation
  • Infrastructure Maintenance and Monitoring
  • Innovative concrete reinforcement materials
  • Concrete and Cement Materials Research
  • Natural Fiber Reinforced Composites
  • Petroleum Processing and Analysis
  • Microwave Dielectric Ceramics Synthesis
  • Noise Effects and Management
  • Geotechnical Engineering and Underground Structures
  • Ferroelectric and Piezoelectric Materials
  • Acoustic Wave Phenomena Research
  • Polymer Nanocomposites and Properties
  • Transport Systems and Technology
  • Material Properties and Processing
  • Surface Roughness and Optical Measurements
  • Material Properties and Failure Mechanisms
  • Epoxy Resin Curing Processes
  • Advanced materials and composites
  • Textile materials and evaluations
  • Dielectric materials and actuators
  • Theoretical and Computational Physics
  • Dyeing and Modifying Textile Fibers
  • Recycled Aggregate Concrete Performance
  • Laser-Ablation Synthesis of Nanoparticles
  • Composite Material Mechanics

University of Nis
2014-2025

Swiss Federal Laboratories for Materials Science and Technology
2019-2023

Ruhr University Bochum
2012-2014

University of Kragujevac
2013

This research aims to determine if the observed improvements using polyethylene (PE) waste in asphalt binder translate into better performance at mixture scale laboratory environment while overcoming stability and homogeneity issues experienced level. is accomplished through a round-robin multinational experimental program covering four continents, with active participation of eleven laboratories within RILEM TC 279-WMR. PE modified AC16 mixtures were prepared employing dry process local...

10.1016/j.jclepro.2022.134124 article EN cc-by Journal of Cleaner Production 2022-09-16

This research investigated the effect of high-density polyethylene (HDPE) from various sources on damage-related behaviour bitumen in intermediate- and high-temperature domains. For this purpose, base was modified by mass fraction 1.5% HDPE post-industrial recycled pellets post-consumer flakes. The experimental programme consisted multiple stress creep recovery 40 to 70°C linear shear strain amplitude sweep at 10, 20, 30°C. significantly reduced non-recoverable compliance but increased...

10.1080/14680629.2023.2181017 article EN Road Materials and Pavement Design 2023-02-27

10.1016/j.conbuildmat.2014.03.034 article EN Construction and Building Materials 2014-05-09

The objective of the research was development, optimisation and evaluation thin noise-reducing surface layers in Germany intended to be more durable than porous asphalts, thus providing better long-term acoustical properties. basic approach create a smooth, open-textured with stone mastic asphalt-based aggregate skeleton across whole thickness layer. test pavements Düsseldorf were subjected both optical 3D measurements texture parameters continuous close-proximity method monitoring noise...

10.1080/10298436.2011.569028 article EN International Journal of Pavement Engineering 2011-04-16

10.1016/j.conbuildmat.2020.122090 article EN Construction and Building Materials 2020-12-29

Tests on asphalt binder are typically performed in its linear viscoelastic (LVE) range. In this research, the rheological properties of neat and styrene–butadiene-styrene (SBS)-modified binders were examined from 0.01% to 1000% at a high usage temperature, focus was placed their non-linear (NLVE) behaviours. Experimental variations property changes small, medium large-amplitude oscillatory shears revealed. Besides strain amplitude, effects polymer content, short-term aging test frequency...

10.1080/10298436.2022.2068548 article EN International Journal of Pavement Engineering 2022-05-10

The research objective was the evaluation of surface texture parameters commonly applied asphalt mixtures without any special requirements regarding noise reduction on one side, and porous thin noise-reducing other. considered three geometrically four acoustically relevant determined by an optical three-dimensional (3D) measuring device based strips projection principle. mean arithmetic height identified as most suitable for geometrical characterization showed best correlation with shape...

10.1061/(asce)mt.1943-5533.0000821 article EN Journal of Materials in Civil Engineering 2013-04-03

Permanent deformation in asphalt layers which manifestation on pavement surface is named rutting represents one of the most significant distresses pavements. Depending level, it can be a huge inconvenience for traffic safety, driving comfort, and overall life-cycle. Rutting may classified into three basic types: one-dimensional or vertical compaction, lateral flow plastic movement, mechanical deformation. As an addition to Superpave? mixture volumetric design three, so called, simple...

10.2298/fuace1103407m article EN Facta universitatis - series Architecture and Civil Engineering 2011-01-01
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