Add to ORKGThe undrained behavior of sands in monotonic triaxial compression and extension tests was simulated using the Distinct Element Method (DEM). Soil specimens were prepared at different initial soil fabrics but at similar void ratios and the effects of soil fabric on the undrained behavior were investigated. The DEM results show that soil fabric and its change have profound effects on the undrained response of sands. They also provide some insights for the interpretation of the published experimental data that show the effects of specimen reconstitution methods and of preshearing on the undrained behavior of sands
Liquefaction of sandy soils under monotonic and cyclic shear loadings is responsible for numerous de...
Results from undrained torsional shear tests are presented and used to further examine the concepts ...
The effects of initial soil fabric and mode of shearing on quasi-steady state line in void ratiostre...
An experimental investigation was undertaken to study the effect of small amounts nonplastic fines o...
The effects of initial soil fabric on behaviors of granular soils are investigated by using Distinct...
Natural field sites originate under the action of external sources such as rivers, wind, or marine e...
The packing density of a soil is typically described in terms of the scalar parameters void ratio, s...
Different soil reconstitution methods lead to samples with different initial structure. This article...
The undrained shear response of monotonically loaded isotropically consolidated saturated sands can ...
An experimental study aimed at improving the understanding of the mechanics of liquefaction is pres...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Over the past 50 years, experimental studies have repeatedly demonstrated that the mechanical behavi...
he soil experiences millions of load cycle from nature, i.e., earthquake or many geo-engineering str...
The effect of initial fabric anisotropy produced by sample preparation on the shear behavior of gran...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
Liquefaction of sandy soils under monotonic and cyclic shear loadings is responsible for numerous de...
Results from undrained torsional shear tests are presented and used to further examine the concepts ...
The effects of initial soil fabric and mode of shearing on quasi-steady state line in void ratiostre...
An experimental investigation was undertaken to study the effect of small amounts nonplastic fines o...
The effects of initial soil fabric on behaviors of granular soils are investigated by using Distinct...
Natural field sites originate under the action of external sources such as rivers, wind, or marine e...
The packing density of a soil is typically described in terms of the scalar parameters void ratio, s...
Different soil reconstitution methods lead to samples with different initial structure. This article...
The undrained shear response of monotonically loaded isotropically consolidated saturated sands can ...
An experimental study aimed at improving the understanding of the mechanics of liquefaction is pres...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Over the past 50 years, experimental studies have repeatedly demonstrated that the mechanical behavi...
he soil experiences millions of load cycle from nature, i.e., earthquake or many geo-engineering str...
The effect of initial fabric anisotropy produced by sample preparation on the shear behavior of gran...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
Liquefaction of sandy soils under monotonic and cyclic shear loadings is responsible for numerous de...
Results from undrained torsional shear tests are presented and used to further examine the concepts ...
The effects of initial soil fabric and mode of shearing on quasi-steady state line in void ratiostre...