The Impact of the Groundwater Table Level on the Influence Zone Depth - Experimental Analysis
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F75095360%3A_____%2F09%3A%230000068" target="_blank" >RIV/75095360:_____/09:#0000068 - 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
The Impact of the Groundwater Table Level on the Influence Zone Depth - Experimental Analysis
Original language description
The paper presents experimental results obtained from laboratory large-scale 1g experiment. The governing idea of the experiment is the observation of the soil behaviour under the constant load, while the groundwater level is changing in time. We experience a soil wetting-induced collapse due to matrix suctions cancellation even for soil generally described as gravel. The results of the experiments can be easily compared with in-situ results as the experiment satisfies the standard static plate load test conditions. Finally, the obtained results are incorporated into the elastic solution of the layer in the Westergard manner assumptions.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
GeoHalifax2009 Conference Proceedings
ISBN
978-0-920505-45-8
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
BiTech Publishers Ltd.
Place of publication
Kanada
Event location
Halifax kanada
Event date
Jan 1, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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