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Non-axisymmetric specimen deformation during triaxial compression; a No

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