Experimental analysis of pavement structure behaviour in a laboratory full-scale model
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU152410" target="_blank" >RIV/00216305:26110/24:PU152410 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.5592/CO/CETRA.2024.1650" target="_blank" >http://dx.doi.org/10.5592/CO/CETRA.2024.1650</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5592/CO/CETRA.2024.1650" target="_blank" >10.5592/CO/CETRA.2024.1650</a>
Alternative languages
Result language
čeština
Original language name
Experimental analysis of pavement structure behaviour in a laboratory full-scale model
Original language description
The paper deals with the analysis of pavement layers behaviour under simulated traffic loading. The road structure of a category one road designed according to the technical recommendations for pavement design in the Czech Republic (TP 170 supplement No 1.) is subjected to long term dynamic impulse loading applied through the contact surfaces of dual wheel assembly mounted on heavy goods vehicle axle. [1] The model is equipped with several sensors for measuring stress, horizontal strain, temperature, and moisture. The results of the measurements provide information on the changes in the condition of the pavement layers in terms of long-term monitoring of stresses and strains, the development of permanent deformations and the interaction between various structural layers. Combined with the different structures tested, this research will lead to a detailed description of the behaviour of the strength and deformation characteristics of the pavement layers and refined specification of pavement design.
Czech name
Experimental analysis of pavement structure behaviour in a laboratory full-scale model
Czech description
The paper deals with the analysis of pavement layers behaviour under simulated traffic loading. The road structure of a category one road designed according to the technical recommendations for pavement design in the Czech Republic (TP 170 supplement No 1.) is subjected to long term dynamic impulse loading applied through the contact surfaces of dual wheel assembly mounted on heavy goods vehicle axle. [1] The model is equipped with several sensors for measuring stress, horizontal strain, temperature, and moisture. The results of the measurements provide information on the changes in the condition of the pavement layers in terms of long-term monitoring of stresses and strains, the development of permanent deformations and the interaction between various structural layers. Combined with the different structures tested, this research will lead to a detailed description of the behaviour of the strength and deformation characteristics of the pavement layers and refined specification of pavement design.
Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2024
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 VIII, Proceedings of the Conference CETRA 2024
ISBN
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ISSN
1848-9850
e-ISSN
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Number of pages
8
Pages from-to
701-708
Publisher name
Neuveden
Place of publication
CROATIA, ZAGREB
Event location
Dubrovnik
Event date
May 15, 2024
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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