Asphalt Binder Modification Technologies and Its Influence on Mixture Durability with Regard to Fatigue Resistance

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00229594" target="_blank" >RIV/68407700:21110/15:00229594 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21260/15:00229594

Výsledek na webu

<a href="http://dx.doi.org/10.5176/2301-394X_ACE15.19" target="_blank" >http://dx.doi.org/10.5176/2301-394X_ACE15.19</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5176/2301-394X_ACE15.19" target="_blank" >10.5176/2301-394X_ACE15.19</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Asphalt Binder Modification Technologies and Its Influence on Mixture Durability with Regard to Fatigue Resistance

Popis výsledku v původním jazyce

The paper discusses asphalt mixture design, its laboratory evaluation and highway pavement design methodologies used in Europe and the United States of America, California, with regard to fatigue resistance potential. A critique of several common practices, followed by recommendations based on the latest research findings and their relation to pavement field performance are included in the Introduction chapter. The paper presents particular data of fatigue resistance behavior measured on asphalt mixtures with various types of bituminous binder (neat, chemically modified and polymer-modified asphalt binders). These data demonstrate the differences between 50 % loss modulus standard procedure and dissipated energy concept. Moreover, the variability of asphalt mixture fatigue resistance and the stochastic method for calculation of proportional coefficient as one of the pavement design parameters are presented. The implementation of such an approach may be used into a pavement design metho

Název v anglickém jazyce

Asphalt Binder Modification Technologies and Its Influence on Mixture Durability with Regard to Fatigue Resistance

Popis výsledku anglicky

The paper discusses asphalt mixture design, its laboratory evaluation and highway pavement design methodologies used in Europe and the United States of America, California, with regard to fatigue resistance potential. A critique of several common practices, followed by recommendations based on the latest research findings and their relation to pavement field performance are included in the Introduction chapter. The paper presents particular data of fatigue resistance behavior measured on asphalt mixtures with various types of bituminous binder (neat, chemically modified and polymer-modified asphalt binders). These data demonstrate the differences between 50 % loss modulus standard procedure and dissipated energy concept. Moreover, the variability of asphalt mixture fatigue resistance and the stochastic method for calculation of proportional coefficient as one of the pavement design parameters are presented. The implementation of such an approach may be used into a pavement design metho

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/EE2.3.30.0034" target="_blank" >EE2.3.30.0034: Podpora zkvalitnění týmů výzkumu a vývoje a rozvoj intersektorální mobility na ČVUT v Praze</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 3rd Annual International Conference on Architecture and Civil Engineering

ISBN

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ISSN

2301-394X

e-ISSN

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Počet stran výsledku

8

Strana od-do

203-210

Název nakladatele

Global Science & Technology Forum (GSTF)

Místo vydání

Singapore

Místo konání akce

Singapur

Datum konání akce

13. 4. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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