Non-axisymmetric specimen deformation during triaxial compression; a No
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Setting of strain gauges on the lateral side of cylindrical specimen
Mamoru KIKUMOTO, Professor, BEng, MEng, DEng, Yokohama National University, Yokohama, Graduate School of Urban Innovation
Both the bonded and unbonded particle behaviors of (a) the linear bond
Effect of stress anisotropy on borehole wall stability assuming
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Non-axisymmetric specimen deformation during triaxial compression
Constitutive analysis of pressure-insensitive metals under
Cubic specimen under true triaxial stress.
Principal strain orientation of anisotropic rock with inclined plane of
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