This research aims to establish accurate correlations between critical state characteristics
and particle shape parameters in terms of overall regularity (OR), considering the gradation …

This paper addresses the effects of over consolidation ratio (OCR= 1–8), low plastic fines
content (Fc= 0–40%) and depositional techniques (DFP and WD) on the stress-strain and …

It is believed that by improving students' meta-cognitive awareness of elements of language,
learning can be enhanced. Therefore, this study consisted of two main objectives. First, it …

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 …

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 …

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 …

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 …

Understanding the effects of low plastic fines and gravel contents on the mechanical
behavior of sandy soils in terms of the strength-dilatancy relationship is crucial for various …

This study aims to evaluate the relationship between saturated hydraulic conductivity with
particle shape and packing density characteristics of silty sand soils. The article presents a …

Liquefaction of sandy soils is associated with a sudden loss of the shear strength due to a
dramatic increase of the excess pore water pressure in undrained conditions. Its occurrence …