MODELING OF FOUNDATION STRUCTURES WITH SLIDING JOINT USING RESULTS OF LABORATORY TESTS OF ASPHALTS BELTS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083426" target="_blank" >RIV/61989100:27120/12:86083426 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/62304178:_____/12:#0000036

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

MODELING OF FOUNDATION STRUCTURES WITH SLIDING JOINT USING RESULTS OF LABORATORY TESTS OF ASPHALTS BELTS

Popis výsledku v původním jazyce

Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due tohorizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts,which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages.

Název v anglickém jazyce

MODELING OF FOUNDATION STRUCTURES WITH SLIDING JOINT USING RESULTS OF LABORATORY TESTS OF ASPHALTS BELTS

Popis výsledku anglicky

Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due tohorizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts,which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reologická kluzná spára s teplotně řízenými viskoelastickými vlastnostmi</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 periodika

Transactions of the VŠB - Technical University of Ostrava

ISSN

1804-4824

e-ISSN

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Svazek periodika

1

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

6

Strana od-do

1-6

Kód UT WoS článku

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EID výsledku v databázi Scopus

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