Abstract: An experimental study using resonant column tests determined the effects of drained shearing creep on the low‐amplitude shear modulus,

Abstract: An experimental study using resonant column tests determined the effect of a temporary release of confining pressure (under conditions of no drainage) on the low‐amplitude shear modulus,

Abstract: Resonant column tests involving anisotropic confining conditions were conducted to evaluate static stress condition, especially stress ratio effects on the low‐amplitude dynamic shear modulus,

Abstract: The low-amplitude shear modulus, G

Abstract: A physical experiment was conducted in which dynamic torsional loadings were applied to a rigid circular model footing resting on a surcharged granular test bed. High amplitudes of strain, such as those encountered in large ...

Abstract: Resonant column tests of five fine‐grained cohesionless soils showed the influence of capillary stresses on values of the low‐amplitude shear modulus,