Add to ORKGThe shear modulus of a soft, high-plastic clay under dynamic loading conditions was studied. The initial shear modulus was determined by cross-hole and down-hole tests in-situ and by resonant column tests in the laboratory. The reduction of shear modulus with increasing shear strain amplitude was determined in-situ by dynamic loading screw-plate tests and in the laboratory by high amplitude resonant column tests. Field and laboratory test results are compared
A sound knowledge of the dynamic properties of soils is needed to solve several geotechnical enginee...
The present paper comments on the evaluation of the initial stiffness of sensitive soft soils as an ...
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlin...
Both geophysical and laboratory tests were used to determine the dynamic shear moduli of medium stif...
A correlation study between the dynamic shear modulus obtained from the resonant column technique an...
The investigation considered effects of on-going or previous drained creep on the low amplitude dyna...
The dynamic properties of clay deposits under seismic or wave loading conditions must be well unders...
This paper presents the geotechnical properties of soft silt obtained from the Greater Shanghai Regi...
For a wide variety of geomaterials, cohesionless and cohesive soils and sedimentary soft rocks and c...
The Downhole Freestanding Shear Device is a new, in situ tool for measuring the dynamic properties o...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
The variation of the Dynamic Shear Modulus, G, and Damping Ratio, D, in a coarse grained alluvial so...
In this paper the dynamic deformation stages of soils under cyclic loading and the major factors aff...
The present paper comments on the evaluation of the initial stiffness of sensitive soft soils as an ...
The effects of shearing strain amplitude and shearing strain rate on the shear modulus of normally c...
A sound knowledge of the dynamic properties of soils is needed to solve several geotechnical enginee...
The present paper comments on the evaluation of the initial stiffness of sensitive soft soils as an ...
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlin...
Both geophysical and laboratory tests were used to determine the dynamic shear moduli of medium stif...
A correlation study between the dynamic shear modulus obtained from the resonant column technique an...
The investigation considered effects of on-going or previous drained creep on the low amplitude dyna...
The dynamic properties of clay deposits under seismic or wave loading conditions must be well unders...
This paper presents the geotechnical properties of soft silt obtained from the Greater Shanghai Regi...
For a wide variety of geomaterials, cohesionless and cohesive soils and sedimentary soft rocks and c...
The Downhole Freestanding Shear Device is a new, in situ tool for measuring the dynamic properties o...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
The variation of the Dynamic Shear Modulus, G, and Damping Ratio, D, in a coarse grained alluvial so...
In this paper the dynamic deformation stages of soils under cyclic loading and the major factors aff...
The present paper comments on the evaluation of the initial stiffness of sensitive soft soils as an ...
The effects of shearing strain amplitude and shearing strain rate on the shear modulus of normally c...
A sound knowledge of the dynamic properties of soils is needed to solve several geotechnical enginee...
The present paper comments on the evaluation of the initial stiffness of sensitive soft soils as an ...
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlin...