G
G. Canon Falla
Researcher at Dresden University of Technology
Publications - 9
Citations - 67
G. Canon Falla is an academic researcher from Dresden University of Technology. The author has contributed to research in topics: Asphalt & Coupling (piping). The author has an hindex of 4, co-authored 9 publications receiving 37 citations.
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Journal ArticleDOI
Coupling of microstructural and macrostructural computational approaches for asphalt pavements under rolling tire load
Ines Wollny,Felix Hartung,Michael Kaliske,Pengfei Liu,Markus Oeser,Dawei Wang,G. Canon Falla,Sabine Leischner,Frohmut Wellner +8 more
TL;DR: In this article, the advantages of microstructural finite element (FE) models of asphalt composites and macrostructural FE models of pavement structures subjected to rolling tire load are combined to combine the advantages from microstructures and finite element models of road surface composites.
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Comparative study of the effect of long-term ageing on the behaviour of bitumen and mastics with mineral fillers
TL;DR: In this paper, the effect of mineral fillers on bitumen ageing was evaluated in the unaged and long-term aged states, based on different properties (consistency, rheology, fatigue resistance and ductility).
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Characterization of unbound granular materials within a mechanistic design framework for low volume roads
TL;DR: In this paper, a methodology for the experimental characterization of unbound granular materials (UGM) with a focus on mechanistic design is presented, and the results of a test campaign aimed at characterizing the elastic and plastic behavior of UGM are shown.
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Numerical investigation of inelastic and temperature dependent layered asphalt pavements at loading by rolling tyres
TL;DR: In this paper, the structural behavior of layered asphalt pavements at loading by rolling tyres is studied and the authors propose a structural model for the future design of more durable pavements.
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A continuum mechanical model for asphalt based on the particle size distribution: Numerical formulation for large deformations and experimental validation
TL;DR: In this paper, a physically motivated continuum mechanical model for asphalt concrete and stone mastic asphalt (asphalt material) at large deformations is proposed, which consists of a short-term and a long-term part connected in series governing the description of the shortterm and the longterm behavior of the asphalt material, respectively.