Experimental analysis of pavement structure behaviour in a laboratory full-scale model
Identifikátory výsledku
Kód výsledku v 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>
Výsledek na webu
<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>
Alternativní jazyky
Jazyk výsledku
čeština
Název v původním jazyce
Experimental analysis of pavement structure behaviour in a laboratory full-scale model
Popis výsledku v původním jazyce
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.
Název v anglickém jazyce
Experimental analysis of pavement structure behaviour in a laboratory full-scale model
Popis výsledku anglicky
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.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2024
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Road and Rail Infrastructure VIII, Proceedings of the Conference CETRA 2024
ISBN
—
ISSN
1848-9850
e-ISSN
—
Počet stran výsledku
8
Strana od-do
701-708
Název nakladatele
Neuveden
Místo vydání
CROATIA, ZAGREB
Místo konání akce
Dubrovnik
Datum konání akce
15. 5. 2024
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—