Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review
This research aims to establish accurate correlations between critical state characteristics
and particle shape parameters in terms of overall regularity (OR), considering the gradation …
and particle shape parameters in terms of overall regularity (OR), considering the gradation …
Fly ash effects on the stress-dilatancy relation of coarse soils: Particle morphology role
The influence of the overall regularity and gradation characteristics on the stress-dilatancy
relations of a river sand amended with fly ash material is discussed in this paper. To achieve …
relations of a river sand amended with fly ash material is discussed in this paper. To achieve …
Modeling of flexible membrane boundary using discrete element method for drained/undrained triaxial test
A modeling method for the particle-based flexible membrane boundary for the
drained/undrained triaxial test is proposed herein. First, the particle placement manner to …
drained/undrained triaxial test is proposed herein. First, the particle placement manner to …
Effects of over-consolidation history on flow instability of clean and silty sands
This article presents an experimental program under the constant volume condition to
investigate the influence of over-consolidation on flow instability of clean and silty sand …
investigate the influence of over-consolidation on flow instability of clean and silty sand …
Comparative Study of Stress History Effects on Shear-Deformation Relations of Sands from the Mediterranean Region Integrating Specimen Preparation Techniques
Despite several parameters having been identified as having an impact on the undrained
monotonic response of granular soils, the impact of the overconsolidation ratio (OCR) is still …
monotonic response of granular soils, the impact of the overconsolidation ratio (OCR) is still …
Comprehensive laboratory study on stress–strain of granular soils at constant global void ratio: combined effects of fabrics and silt content
The published literature has revealed conflicting results regarding the effect of low plastic
fines fraction (I p≤ 5.0%) on the mechanical behavior of sandy soils. For this reason, the use …
fines fraction (I p≤ 5.0%) on the mechanical behavior of sandy soils. For this reason, the use …
Characterization of granular materials treated with fly ash for road infrastructure applications
This paper presents the results of an experimental investigation carried out to evaluate the
effects of fly ash (FA) on the coarse-grained soils compaction response and shear …
effects of fly ash (FA) on the coarse-grained soils compaction response and shear …
Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter
The proposed research of this experimental investigation aims to study the effects of fines
content, fabrics type and confining pressure on the undrained shear strength response of …
content, fabrics type and confining pressure on the undrained shear strength response of …
One-dimensional compression behavior of river silty sand: emphasizing the equivalent void ratio concept
Previously, studies have recognized that the characterization of the compression behavior of
sand–silt mixtures that use different void ratio concepts is controversial and incomplete …
sand–silt mixtures that use different void ratio concepts is controversial and incomplete …
Polyurethane foam adhesive with fly ash as a sustainable stabilizer
This experimental research work investigates the role of polyurethane foam adhesive (PFA)
in evaluating the unconfined compressive strength (UCS) of three different types of sands …
in evaluating the unconfined compressive strength (UCS) of three different types of sands …