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Influence of Asphalt Mixture Ageing and Lowered Laboratory Compaction Rate on Stiffness and Cracking Behavior

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00312465" target="_blank" >RIV/68407700:21110/17:00312465 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.springer.com/gp/book/9783319619040" target="_blank" >http://www.springer.com/gp/book/9783319619040</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/978-3-319-61905-7_13" target="_blank" >10.1007/978-3-319-61905-7_13</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Influence of Asphalt Mixture Ageing and Lowered Laboratory Compaction Rate on Stiffness and Cracking Behavior

  • Original language description

    Ageing is one of the fundamental phenomena related to bitumen and asphalt mixtures. Traditional problem of asphalt testing is that most of the characterizations done presently reflect ageing only in limited manner. Nevertheless the behavior of a pavement structures is on the other hand dominated by natural effects like ageing. Similarly very important issue related to good job quality is in case of asphalt mixtures the compaction rate of asphalt layers. Compaction rate is often a factor which has very significant impact on the durability, but it is often neglected or the attention which is given to proper compaction is not sufficient enough. In this research the asphalt mixtures with different compaction rates were exposed to artificial laboratory ageing to evaluate the effect on selected asphalt properties of both impacts. The assessed properties were stiffness modulus at three testing temperatures (0 °C, 15 °C and 30 °C) and crack propagation test at 0 °C. The properties were always determined for virgin (unaged) as well as aged test specimens. The ageing indexes were calculated for both of the characteristics discussed in this paper.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>

  • Continuities

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

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Numerical Analysis of Nonlinear Coupled Problems

  • ISBN

    978-3-319-61905-7

  • ISSN

  • e-ISSN

    2366-3413

  • Number of pages

    11

  • Pages from-to

    154-164

  • Publisher name

    Springer International Publishing AG

  • Place of publication

    Cham

  • Event location

    Sharm el-Sheikh

  • Event date

    Jul 15, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article