Comparison of stiffness moduli using 2-point and 4-point bending tests
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00181169" target="_blank" >RIV/68407700:21110/10:00181169 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21260/10:00181169
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Comparison of stiffness moduli using 2-point and 4-point bending tests
Original language description
In this paper two different methodologies have been adopted and compared performing tests on selected asphalt concretes (AC's), called two point bending (2PB-TR) and four point bending (4PB-PB) using trapezoidal and prismatic beams respectively. Even though methodologies of these tests are known for some time interpretation of results according to the EU 12697-26 standard is rather unclear. Stiffness moduli are being compared at different temperatures, which were found unnecessary. Paper describes influence of different loadings and temperatures on selected asphalt concretes.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
N - Vyzkumna aktivita podporovana z neverejnych zdroju
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Road and Rail Infrastructure
ISBN
978-953-6272-38-9
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
283-289
Publisher name
University of Zagreb, Faculty of Civil Engineering
Place of publication
Zagreb
Event location
Opatija
Event date
May 17, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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