Soil properties (shear modulus and damping) are normally determined from laboratory tests. These tests provide both values of the shear modulus in the linear elastic range for very small levels of strain, and its variation with the level of strain. It has become more common to measure the maximum shear modulus at low levels of strain directly in the field, using geophysical techniques. The values obtained in situ can differ significantly in some cases from those determined in the laboratory, and a number of reasons and correction factors have been proposed in the literature to account for this variation. As a result, when in situ properties are available, it is normal to use these values for very low levels of strain, but still assume that ...
Over the past several years, measuring the shear wave velocity (Vs) of soils has become more common ...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
This dissertation is comprised of three manuscripts developed from different topics of geotechnical ...
Soil properties (shear modulus and damping) are normally determined from laboratory tests. These tes...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
Evaluation of nonlinear soil properties is an important concern in geotechnical earthquake engineeri...
Large scale shakers can be employed to measure the shear modulus of soil as a function of shear stra...
textThe framework for a generalized field method to evaluate the shear modulus of soils in the linea...
textIn this dissertation, a research effort aimed at development and implementation of a direct fiel...
Over the past quarter century many testing methods have been used to determine soil properties for d...
This paper presents the results of several resonant column tests carried out in a large variety of s...
For many decades, hundreds of soil samples recovered from North America and other parts of the world...
The variation of the Dynamic Shear Modulus, G, and Damping Ratio, D, in a coarse grained alluvial so...
textIn this dissertation, the framework is being developed for a new method to predict the settlemen...
The initial shear modulus, Gmax, of soil is an important parameter for a variety of geotechnical des...
Over the past several years, measuring the shear wave velocity (Vs) of soils has become more common ...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
This dissertation is comprised of three manuscripts developed from different topics of geotechnical ...
Soil properties (shear modulus and damping) are normally determined from laboratory tests. These tes...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
Evaluation of nonlinear soil properties is an important concern in geotechnical earthquake engineeri...
Large scale shakers can be employed to measure the shear modulus of soil as a function of shear stra...
textThe framework for a generalized field method to evaluate the shear modulus of soils in the linea...
textIn this dissertation, a research effort aimed at development and implementation of a direct fiel...
Over the past quarter century many testing methods have been used to determine soil properties for d...
This paper presents the results of several resonant column tests carried out in a large variety of s...
For many decades, hundreds of soil samples recovered from North America and other parts of the world...
The variation of the Dynamic Shear Modulus, G, and Damping Ratio, D, in a coarse grained alluvial so...
textIn this dissertation, the framework is being developed for a new method to predict the settlemen...
The initial shear modulus, Gmax, of soil is an important parameter for a variety of geotechnical des...
Over the past several years, measuring the shear wave velocity (Vs) of soils has become more common ...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
This dissertation is comprised of three manuscripts developed from different topics of geotechnical ...