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Yun Su Kim

Researcher at Braunschweig University of Technology

Publications -  6
Citations -  138

Yun Su Kim is an academic researcher from Braunschweig University of Technology. The author has contributed to research in topics: Asphalt & Dynamic shear rheometer. The author has an hindex of 3, co-authored 6 publications receiving 50 citations.

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Journal ArticleDOI

Warm mix asphalt technology: An up to date review

TL;DR: In this article, the authors provide an up-to-date review of warm mix asphalt (WMA) technologies and compare several studies on the most common additives, mix design and environmental benefits of this production method.
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Finite element cohesive fracture modeling of asphalt mixture based on the semi-circular bending (SCB) test and self-affine fractal cracks at low temperatures

TL;DR: In this paper, the authors combined the combined use of fracture mechanics-based tests and simulation is a solid option to address the thermal cracking in asphalt pavement constructed in the cold regions.
Journal ArticleDOI

Accelerated Dynamic Shear Rheometer Fatigue Test for investigating asphalt mastic

TL;DR: In this paper, a time sweep test using a Dynamic Shear Rheometer can be used to determine the fatigue performance of asphalt mastic mixture, which is known to play an important role in determining the fatigue of asphalt mixture.
Journal ArticleDOI

Experimental Investigation on Fatigue and Low Temperature Properties of Asphalt Mixtures Designed with Reclaimed Asphalt Pavement and Taconite Aggregate

TL;DR: Using reclaimed asphalt material for rehabilitation and construction of new asphalt pavements is currently a common practice not only in view of the economic benefits associated with this process, but also because of the ability to reuse this material for other paving projects as discussed by the authors.
Book ChapterDOI

Experimental Investigation on the Effect of Rejuvenator on the Use of a High Amount of Recycled Asphalt Binder

TL;DR: In this paper, the possibility of recycling a 50/70 binder content of 80% is experimentally investigated, and the experimental results are used to evaluate the performance property of virgin and rejuvenated asphalt binders under different aging levels.