Fatigue Resistance of Modified Asphalt Binders in Hot Mix Asphalt
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00215854" target="_blank" >RIV/68407700:21110/13:00215854 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Fatigue Resistance of Modified Asphalt Binders in Hot Mix Asphalt
Popis výsledku v původním jazyce
The presentation discuss asphalt mixture design, its laboratory evaluation and highway pavement design methodologies in Europe and California, United States with regard to resistance to fatigue. The critics of several common practice, recommendations based on latest research findings and their relation to pavement field performance is included in the introduction paragraph. The presentation presents particular data on asphalt mixtures resistance to fatigue study concerning the virgin, chemically modified and two polymer modified asphalt binders. In more details are discussed the differences between 50% loss modulus and dissipated energy concept. Moreover the variability of asphalt mixture as one of the pavement design parameter is included in the paper.
Název v anglickém jazyce
Fatigue Resistance of Modified Asphalt Binders in Hot Mix Asphalt
Popis výsledku anglicky
The presentation discuss asphalt mixture design, its laboratory evaluation and highway pavement design methodologies in Europe and California, United States with regard to resistance to fatigue. The critics of several common practice, recommendations based on latest research findings and their relation to pavement field performance is included in the introduction paragraph. The presentation presents particular data on asphalt mixtures resistance to fatigue study concerning the virgin, chemically modified and two polymer modified asphalt binders. In more details are discussed the differences between 50% loss modulus and dissipated energy concept. Moreover the variability of asphalt mixture as one of the pavement design parameter is included in the paper.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů