Non-axisymmetric specimen deformation during triaxial compression; a No
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Specimen size effects on behavior of loose sand in triaxial
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Creep strain under different water contents and the same deviatoric
Cubic specimen under true triaxial stress.
Axisymmetric Compression - an overview
Yota TOGASHI, Professor (Assistant), Doctor of Philosophy, Saitama University, Saitama, Graduate School of Science and Engineering
Shear band on a specimen tested in triaxial compression: (a) SEM
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