SHEAR STRENGTH OF SOILS FROM THE DOBKOVIČKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS
The result's identifiers
Result code in 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>
Result on the web
<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>
Alternative languages
Result language
angličtina
Original language name
SHEAR STRENGTH OF SOILS FROM THE DOBKOVIČKY LANDSLIDE IN THE CENTRAL BOHEMIAN UPLANDS DETERMINATED BY LABORATORY TESTS
Original language description
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
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
—
OECD FORD branch
10505 - Geology
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů