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  4. Capillary collapse of unsaturated granular soils: Experimental investigation and microscale insights
 
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Capillary collapse of unsaturated granular soils: Experimental investigation and microscale insights

Citation Link: https://doi.org/10.15480/882.5184
Publikationstyp
Conference Paper
Date Issued
2023-04-24
Sprache
English
Author(s)
Hüsener, Nicole 
Grabe, Jürgen  
Institut
Geotechnik und Baubetrieb B-5  
TORE-DOI
10.15480/882.5184
TORE-URI
http://hdl.handle.net/11420/15407
Journal
E3S Web of Conferences  
Volume
382
Article Number
02004
Citation
E3S Web of Conferences 382: 02004 (2023)
Publisher DOI
10.1051/e3sconf/202338202004
Scopus ID
2-s2.0-85159369751
The capillary collapse is an irreversible volume reduction of partially saturated soils caused by the provision of water at essentially unchanging total vertical stress. Despite extensive research, the processes involved are still not fully understood. Therefore, with the help of a newly developed experimental set-up for CT-based miniature tests presented in this paper, further insights at the micro scale will be gained.
DDC Class
690: Hausbau, Bauhandwerk
710: Landschaftsgestaltung, Raumplanung
720: Architektur
Publication version
publishedVersion
Lizenz
https://creativecommons.org/licenses/by/4.0/
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