Wall friction effects in direct shear tests of soft soils
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F10%3A00349137" target="_blank" >RIV/68378297:_____/10:00349137 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Wall friction effects in direct shear tests of soft soils
Original language description
The paper presents results of tests on a reconstituted fine grated soil in a recently developed direct shear box apparatus with freely vertically movable upper frame. Frictional force developed due to relative movement between the specimen and the upperpart of the shear box due to contractant volumetric deformation of the specimen during shearing.The results of direct shear tests compared with the results of triaxial tests give significantly smaller shear strength if no corrections due to frictional force are applied.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
DB - Geology and mineralogy
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proc. of the XIVth Danube-European conference on Geotechnical Engineering
ISBN
978-80-227-3279-6
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
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Publisher name
Slovak University of Technology
Place of publication
Bratislava
Event location
Bratislava
Event date
Jun 2, 2010
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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