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  4. Capillary cohesion of different granular materials determined from uniaxial compression and water retention tests
 
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Capillary cohesion of different granular materials determined from uniaxial compression and water retention tests

Citation Link: https://doi.org/10.15480/882.5188
Publikationstyp
Conference Paper
Date Issued
2023
Sprache
English
Author(s)
Heinrich, Dennis  orcid-logo
Milatz, Marius  orcid-logo
Institut
Geotechnik und Baubetrieb B-5  
TORE-DOI
10.15480/882.5188
TORE-URI
http://hdl.handle.net/11420/15413
First published in
E3S Web of Conferences  
Number in series
382
Article Number
02003
Citation
E3S Web of Conferences 382: 02003 (2023)
Contribution to Conference
8th International Conference on Unsaturated Soils, UNSAT 2023  
Publisher DOI
10.1051/e3sconf/202338202003
Scopus ID
2-s2.0-85159303607
Publisher
EDP Sciences
In this conference contribution, we present and discuss the results for capillary cohesion of different granular materials determined through different approaches. First, we consider macroscopic uniaxial compression tests with varying degrees of saturation. Second, we derive theoretical capillary cohesion from the water retention curve (WRC) measured in macroscopic water retention experiments. Finally, capillary cohesion is calculated from air-water interfacial areas and solid-water interfacial areas extracted from CT images acquired during a cyclic water retention experiment. An attempt is made to link the macroscopic results of capillary cohesion based on microscopic insights from CT imaging experiments.
DDC Class
550: Earth Sciences, Geology
620: Engineering
Funding(s)
Graduiertenkolleg 2462: Prozesse in natürlichen und technischen Partikel-Fluid-Systemen  
Publication version
publishedVersion
Lizenz
https://creativecommons.org/licenses/by/4.0/
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