Behavior of unsaturated sandy soil during triaxial compression tests under fully undrained conditions and its modelling
Behavior of unsaturated sandy soil during triaxial compression tests under fully undrained conditions and its modelling
Toshifumi Akaki; Ryo Ishikawa; Sayuri Kimoto
19th International Conference on Soil Mechanics and Geotechnical Engineering (Seoul)
TC106
Laboratory Testing, Soil Behavior Modeling
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