Add to ORKGShear modulus and damping from high pressure (up to 500 psi) cyclic triaxial tests of soils are presented. The test results are compared with published models where low confining pressures were used. The apparatus and test setup for the high pressure tests are also discussed
Determination of dynamic soil properties is an utmost critical and important aspect of geotechnical ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
Consolidated, constant volume (CCV), cyclic laboratory shear tests were performed on marine clay soi...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
Constant volume cyclic shear (DSS) tests were performed on Brusselian sand using the new NGI simple ...
To investigate the dynamic properties of soils under earthquake loading conditions, a series of cycl...
A digital control servo-hydraulic triaxial test facility with full data acquisition has been develop...
The paper presents a discussion of the isotropic elastic stiffness E in the high-cycle accumulation ...
Cyclic drained simple shear tests on a dry sand using a 12 in diameter sample with sample heights of...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
There are a tremendous studies in literature about the earth pressure, most of them are concentrated...
Soil behaviour is often an important consideration in the design of protective systems for blast and...
We present results from cyclic tests conducted in the laboratory using a prototype in situ cyclic to...
A cyclic torsional shear testing system was developed to measure the dynamic properties of soils at ...
Both geophysical and laboratory tests were used to determine the dynamic shear moduli of medium stif...
Determination of dynamic soil properties is an utmost critical and important aspect of geotechnical ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
Consolidated, constant volume (CCV), cyclic laboratory shear tests were performed on marine clay soi...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
Constant volume cyclic shear (DSS) tests were performed on Brusselian sand using the new NGI simple ...
To investigate the dynamic properties of soils under earthquake loading conditions, a series of cycl...
A digital control servo-hydraulic triaxial test facility with full data acquisition has been develop...
The paper presents a discussion of the isotropic elastic stiffness E in the high-cycle accumulation ...
Cyclic drained simple shear tests on a dry sand using a 12 in diameter sample with sample heights of...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
There are a tremendous studies in literature about the earth pressure, most of them are concentrated...
Soil behaviour is often an important consideration in the design of protective systems for blast and...
We present results from cyclic tests conducted in the laboratory using a prototype in situ cyclic to...
A cyclic torsional shear testing system was developed to measure the dynamic properties of soils at ...
Both geophysical and laboratory tests were used to determine the dynamic shear moduli of medium stif...
Determination of dynamic soil properties is an utmost critical and important aspect of geotechnical ...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
Consolidated, constant volume (CCV), cyclic laboratory shear tests were performed on marine clay soi...