Non-axisymmetric specimen deformation during triaxial compression; a No

Experimental and numerical analysis of triaxial compression test

Yota TOGASHI, Professor (Assistant), Doctor of Philosophy, Saitama University, Saitama, Graduate School of Science and Engineering

Results of the uniaxial compression test of the yellow sandstone

Non-axisymmetric specimen deformation during triaxial compression

Non-axisymmetric specimen deformation during triaxial compression

Experimental Study of Compact Sandstone Deformation Under

Yota TOGASHI, Professor (Assistant), Doctor of Philosophy, Saitama University, Saitama, Graduate School of Science and Engineering

Non-axisymmetric specimen deformation during triaxial compression

Triaxial Test with Hardening Soil Material Model

Stress–strain results for the axi-symmetric specimen and true

Schematic diagram of (a) the relative position of particles, (b) the

Numerical Modeling of Nonhomogeneous Behavior of Structured Soils

Experimental Study of Compact Sandstone Deformation Under

Effect of crack density on P-wave velocity in rocks under confining

Schematic illustration of loading path for the determination of Biot's