Influence of preconsolidation methods and end restraints on the rate dependent behaviour of reconstituted kaolin specimens in undrained triaxial compression
Influence of preconsolidation methods and end restraints on the rate dependent behaviour of reconstituted kaolin specimens in undrained triaxial compression
Kenny Kataoka Sorensen; Sabine Gehring; Hans Henning Stutz
21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)
TC101
https://doi.org/10.53243/ICSMGE2026-896
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