Stress-path dependent grain crushing of soils.
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F01%3A14013053" target="_blank" >RIV/68378297:_____/01:14013053 - 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
Stress-path dependent grain crushing of soils.
Original language description
Simple and intricate behaviour of soils is compared.Three types of soils (sand, loess, clay) and granularsilica gel were used in an attempt to model various aspectsof soil behaviour.Shear is more effective in crushing.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F00%2F1043" target="_blank" >GA103/00/1043: Modelling of structure of geomaterials in engineering applications</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2001
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Acta Technica CSAV
ISSN
0001-7043
e-ISSN
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Volume of the periodical
46
Issue of the periodical within the volume
2
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
15
Pages from-to
151-166
UT code for WoS article
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EID of the result in the Scopus database
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