SHEAR STRENGTH OF SOILS FROM THE DOBKOVIČKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F18%3A10388426" target="_blank" >RIV/00216208:11310/18:10388426 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.14311/APP.2017.10.0048" target="_blank" >https://doi.org/10.14311/APP.2017.10.0048</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/APP.2017.10.0048" target="_blank" >10.14311/APP.2017.10.0048</a>

Jazyk výsledku
angličtina
Název v původním jazyce
SHEAR STRENGTH OF SOILS FROM THE DOBKOVIČKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS
Popis výsledku v původním jazyce
The aim of this paper is to evaluate soil shear strength from the Dobkovičky landslide. The landslide was activated on June 6, 2013 after heavy rains and the D8 motorway, which was under construction at the time, was damaged. The laboratory tests were carried out on two types of soils, clay and tuﬀ, both from the surface of the rupture. Critical and residual friction angles were evaluated on both types of soils
Název v anglickém jazyce
SHEAR STRENGTH OF SOILS FROM THE DOBKOVIČKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS
Popis výsledku anglicky
The aim of this paper is to evaluate soil shear strength from the Dobkovičky landslide. The landslide was activated on June 6, 2013 after heavy rains and the D8 motorway, which was under construction at the time, was damaged. The laboratory tests were carried out on two types of soils, clay and tuﬀ, both from the surface of the rupture. Critical and residual friction angles were evaluated on both types of soils

Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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