VYNAPA - Czech Software Upgrade for Calculation of Pavement Design Parameters Used by HDM-4

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00194070" target="_blank" >RIV/68407700:21110/12:00194070 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

VYNAPA - Czech Software Upgrade for Calculation of Pavement Design Parameters Used by HDM-4

Popis výsledku v původním jazyce

The HDM-4 model is capable of monitoring the condition of the pavement depending on multiple parameters and of designing and completing repair accordingly. This occurs based on the setting of degrading curves for damage and deformation in the pavement structure. Repair and maintenance work is strictly linked to the courses; of course this means a need for funding. If the degrading curves are not set correctly the need for repair may arise regardless of whether the pavement actually is in a condition requiring such repair. One of the main factors affecting pavement degrading and, therefore, the behaviour of the HDM-4 model, is the so-called structural number (SN). There are many methods used globally to determine the SN value, based on the quantity andquality of the data available which might include: elasticity modules for the materials, pavement structure layer thicknesses, output from the back calculation programs, output from the FWD device or design characteristics of the road. In

Název v anglickém jazyce

VYNAPA - Czech Software Upgrade for Calculation of Pavement Design Parameters Used by HDM-4

Popis výsledku anglicky

The HDM-4 model is capable of monitoring the condition of the pavement depending on multiple parameters and of designing and completing repair accordingly. This occurs based on the setting of degrading curves for damage and deformation in the pavement structure. Repair and maintenance work is strictly linked to the courses; of course this means a need for funding. If the degrading curves are not set correctly the need for repair may arise regardless of whether the pavement actually is in a condition requiring such repair. One of the main factors affecting pavement degrading and, therefore, the behaviour of the HDM-4 model, is the so-called structural number (SN). There are many methods used globally to determine the SN value, based on the quantity andquality of the data available which might include: elasticity modules for the materials, pavement structure layer thicknesses, output from the back calculation programs, output from the FWD device or design characteristics of the road. In

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/1M0579" target="_blank" >1M0579: Centrum integrovaného navrhování progresivních stavebních konstrukcí</a><br>

Návaznosti

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

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

5th Euoasphlat & Eurobitume Congress - 2012

ISBN

978-90-802884-0-9

ISSN

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e-ISSN

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Počet stran výsledku

12

Strana od-do

1-12

Název nakladatele

EAPA-European Asphlat Pavement Association

Místo vydání

Istanbul

Místo konání akce

Istanbul

Datum konání akce

13. 6. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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