Non-axisymmetric specimen deformation during triaxial compression
Consolidated Drained Triaxial Test on Treated Coastal Soil and
Yota TOGASHI, Professor (Assistant), Doctor of Philosophy, Saitama University, Saitama, Graduate School of Science and Engineering
Cubic specimen under true triaxial stress.
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Triaxial and Oedometer Test with Modified Cam-Clay Material Model
Schematic illustration of loading path for the determination of Biot's
Yota TOGASHI, Professor (Assistant), Doctor of Philosophy, Saitama University, Saitama, Graduate School of Science and Engineering
Triaxial Test with Hardening Soil Material Model
Experimental Investigation on the Deformation, Strength, and
Schematic diagrams highlighting the difference between
Effect of crack density on P-wave velocity in rocks under confining
Experimental Study of Compact Sandstone Deformation Under
Determination of the critical state of a silty sand iron tailings
Effect of crack density on P-wave velocity in rocks under confining
