Search Results - "Jelagin, D."
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1
On the Measurement of two Independent Viscoelastic Functions with Instrumented Indentation Tests
Published in Experimental mechanics (01-02-2018)“…In the present paper, a methodology for complete characterization of linear isotropic viscoelastic material with spherical instrumented indentation test is…”
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2
Dynamic response of flexible pavements at vehicle-road interaction
Published in Road materials and pavement design (03-04-2015)“…In the present paper a robust and general computational framework that captures the dynamic response of flexible pavements to a moving vehicle is presented. A…”
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3
A computational framework for viscoelastic analysis of flexible pavements under moving loads
Published in Materials and structures (01-11-2012)“…A general quasi-static computational procedure is established to evaluate stresses and strains induced in the viscoelastic flexible pavement by moving traffic…”
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4
Measurement of the Viscoelastic Properties of Bitumen Using Instrumented Spherical Indentation
Published in Experimental mechanics (01-09-2013)“…Indentation testing as a tool for determination of the viscoelastic mechanical properties of bitumen is examined in some detail using theoretical, numerical as…”
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5
Modelling the flow of asphalt under simulated compaction using discrete element
Published in Construction & building materials (10-12-2019)“…•Possible impacts of the design of the compaction Flow test (CFT) on its results were examined.•CFT mold length of 150 mm is suitable for mixtures with NMASs…”
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6
The viscoelastic characterisation of asphalt mixtures using the indentation test
Published in Road materials and pavement design (01-06-2021)“…Viscoelastic characterisation of asphalt mixtures is an important component for modelling and performance prediction of flexible pavements. In this study,…”
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7
The non-stationary response of flexible pavements to moving loads
Published in The international journal of pavement engineering (27-05-2016)“…In this paper, the pavement surface deterioration is investigated based on field measurements of surface roughness profiles obtained in Sweden. A predictive…”
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8
Towards asphalt mixture morphology evaluation with the virtual specimen approach
Published in Road materials and pavement design (02-07-2016)“…The morphology of asphalt mixture can be defined as a set of parameters describing the geometrical characteristics of its constituent materials, their relative…”
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9
Packing theory-based framework for evaluating resilient modulus of unbound granular materials
Published in The international journal of pavement engineering (14-09-2014)“…Enhancing the quality of granular layers is fundamental to optimise the structural performance of the pavements. The objective of this study is to investigate…”
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10
Packing theory-based framework to evaluate permanent deformation of unbound granular materials
Published in The international journal of pavement engineering (01-04-2013)“…Permanent deformation of unbound granular materials plays an essential role in the long-term performance of a pavement structure. Stability of unbound granular…”
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11
Mechanics-based top-down fatigue cracking initiation prediction framework for asphalt pavements
Published in Road materials and pavement design (02-10-2015)“…In this paper, a new mechanics-based top-down fatigue cracking analysis framework is presented for asphalt pavements. A new mixture morphology-based set of…”
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12
Binder distribution model for asphalt mixtures based on packing of the primary structure
Published in The international journal of pavement engineering (07-02-2015)“…Film thickness describes the coating around aggregate particles on asphalt mixtures. The standard method of calculating film thickness has proven to present…”
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13
Influence of aggregate packing structure on California bearing ratio values of unbound granular materials
Published in Road materials and pavement design (2014)“…Over the past several decades, California bearing ratio (CBR) value has been used in many countries for empirical pavement designs and still many countries are…”
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