Non-axisymmetric specimen deformation during triaxial compression; a No
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Triaxial compression test of coarse aggregates (modified after
Influence of End Restraints on Strain Responses of Anisotropic
Anisotropic elastic parameters and orientations of anisotropy for
Kazuo TANI, Tokyo University of Marine Science and Technology, Tokyo, Department of Marine Resources and Energy
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Stress-strain curves of sandstone in drained triaxial compression tests
Anisotropic elastic parameters and orientations of anisotropy for
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Numerical simulations of triaxial shearing-infiltration tests
Determination of the critical state of a silty sand iron tailings
Mamoru KIKUMOTO, Professor, BEng, MEng, DEng, Yokohama National University, Yokohama, Graduate School of Urban Innovation