Undrained monotonie and cyclic shear behaviour of saturated sand under wide range of confining stresses
Undrained monotonie and cyclic shear behaviour of saturated sand under wide range of confining stresses
N. Aramaki; Masayuki Hyodo
15th International Conference on Soil Mechanics and Foundation Engineering (Istanbul)
Assessment of deformation properties including time and rate effects
Shear Strength of Underground Materials
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