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  4. Comparison of reconstituted normally consolidated Kaolinite and Illite in CIU triaxial tests showcasing the influence of pore fluid’s salinity
 
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Comparison of reconstituted normally consolidated Kaolinite and Illite in CIU triaxial tests showcasing the influence of pore fluid’s salinity

Publikationstyp
Conference Paper
Date Issued
2024-07-11
Sprache
English
Author(s)
Schröder, Maximilian 
Geotechnik und Baubetrieb B-5  
Grabe, Jürgen  
Geotechnik und Baubetrieb B-5  
TORE-URI
https://hdl.handle.net/11420/48836
First published in
Lecture notes in civil engineering  
Number in series
395
Start Page
2351
End Page
2362
Citation
5th International Conference on Geotechnics for Sustainable Infrastructure Development, GEOTEC 2023
Contribution to Conference
5th International Conference on Geotechnics for Sustainable Infrastructure Development, GEOTEC 2023  
Publisher DOI
10.1007/978-981-99-9722-0_160
Scopus ID
2-s2.0-85200794051
Publisher
Springer
ISBN
9789819997213
CIU triaxial tests are conducted on very pure kaolinite and illite clay powders using two different pore fluids to study differences in shear parameters. First, the two materials are characterized in-depth. Special attention was paid to sample preparation in order to generate high-quality samples. The evaluation of the test data reveals an increase in friction angle for both materials when using a 1M KCl solution as compared to demineralized water. Kaolinite shows a lower friction angle for the same pore fluid than illite. Future work will further investigate different salt concentrations and different salt types.
Subjects
Clay
Illite
Kaolinite
Pore fluid
Shear strength
Triaxial test
DDC Class
624.15: Geotechnical Engineering
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