Undrained shear strength of soils with fine fraction content derived from compression and extension loading triaxial tests
Undrained shear strength of soils with fine fraction content derived from compression and extension loading triaxial tests
Wojciech Tyminski; Tomasz Kielczewski; Pawel Stefanek
8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
II.9) Sensitive and liquefiable soils: tailings and other highly brittle strain-softening soils
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