Flexible pavements design
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F12%3A00198728" target="_blank" >RIV/62156489:43410/12:00198728 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Flexible pavements design
Popis výsledku v původním jazyce
Nowadays is essential a appropriate pavement design and one of the most used are flexible pavements. These kind of road have different layers, where deformation are formed due to the load that have to withstand. These deformation can be recover or permanent. And here is when the concept of resilience module appears. This module is related to the process of repeated load. Under the moving load the permanent deformation is accumulated and in the intermediate cycles, the permanent deformation for each cycle is decreased until it almost disappear in the final cycles. In this moment the sample arrive thus a state which all deformation is recoverable and this is the moment where it have a resilience performance. The module can be measured with different tests. One of the most frequently test is the CBR, but is not exact, so one of the best method is a cyclic triaxial test. It is a complicated and expensive method, so that why nowadays are investigating other methods such as finite element.
Název v anglickém jazyce
Flexible pavements design
Popis výsledku anglicky
Nowadays is essential a appropriate pavement design and one of the most used are flexible pavements. These kind of road have different layers, where deformation are formed due to the load that have to withstand. These deformation can be recover or permanent. And here is when the concept of resilience module appears. This module is related to the process of repeated load. Under the moving load the permanent deformation is accumulated and in the intermediate cycles, the permanent deformation for each cycle is decreased until it almost disappear in the final cycles. In this moment the sample arrive thus a state which all deformation is recoverable and this is the moment where it have a resilience performance. The module can be measured with different tests. One of the most frequently test is the CBR, but is not exact, so one of the best method is a cyclic triaxial test. It is a complicated and expensive method, so that why nowadays are investigating other methods such as finite element.
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/TA01020326" target="_blank" >TA01020326: Optimalizace procesu návrhu a realizace vozovek nízkokapacitních komunikací.</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2012
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Journal of Landscape Management
ISSN
1804-2821
e-ISSN
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Svazek periodika
3
Číslo periodika v rámci svazku
1
Stát vydavatele periodika
CZ - Česká republika
Počet stran výsledku
5
Strana od-do
50-54
Kód UT WoS článku
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EID výsledku v databázi Scopus
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