An attempt to explain problems with applicability of bearing plate test (Ev2) in mechanically stabilized layers with stiff geogrids

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00363841" target="_blank" >RIV/68407700:21110/23:00363841 - 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

An attempt to explain problems with applicability of bearing plate test (Ev2) in mechanically stabilized layers with stiff geogrids

Popis výsledku v původním jazyce

Bearing plate test (Ev2) is very popular in geotechnics for determination of bearing capacity in respect to roads and railways, too. Application of that method in case of mechanical stabilization with stiff geogrids is rather disputable what is confirmed by practical experience. Explanation of the mechanism of interaction of stone with stiff geogrids and consequent mechanical structure of the stabilized layer is the base for understanding the mechanisms. The analysis of a combination of various structural combination is presented. A comparison with FEM models is included. The need for looking for different approach in case of the presence of stiff geogrid in the structure is defined.

Název v anglickém jazyce

An attempt to explain problems with applicability of bearing plate test (Ev2) in mechanically stabilized layers with stiff geogrids

Popis výsledku anglicky

Bearing plate test (Ev2) is very popular in geotechnics for determination of bearing capacity in respect to roads and railways, too. Application of that method in case of mechanical stabilization with stiff geogrids is rather disputable what is confirmed by practical experience. Explanation of the mechanism of interaction of stone with stiff geogrids and consequent mechanical structure of the stabilized layer is the base for understanding the mechanisms. The analysis of a combination of various structural combination is presented. A comparison with FEM models is included. The need for looking for different approach in case of the presence of stiff geogrid in the structure is defined.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2023

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 14th International Conference GEOSYNTETIKA 2023

ISBN

978-80-554-1951-0

ISSN

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e-ISSN

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Počet stran výsledku

10

Strana od-do

48-57

Název nakladatele

University of Žilina

Místo vydání

Žilina

Místo konání akce

Žilina

Datum konání akce

9. 2. 2023

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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