The present paper presents different approaches which includes plasticity based criteria that
helps in distinguish between liquefiable and non-liquefiable soils deposits having fine …

This paper presents a new approach to assess the liquefaction triggering of saturated sandy
soils based on comprehensive laboratory datasets in conjunction with the concept of binary …

To evaluate the effect of fine-grained soil (FS) on liquefaction resistance of calcareous sand
(CS), a set of undrained cyclic triaxial experiments with stress-controlled method were …

Liquefaction is a phenomenon where the soil mass behaves like a liquid due to the rise in
excess pore-water pressure, which results in the complete loss of shear strength. Most of the …

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 …

Silty soil is a transitional soil between clay and sand and is widely distributed around the
world. With the rapid urban development and associated infrastructure need, silty soil has …

Liquefaction, a vital issue in geotechnical engineering, is often due to cyclic stress leading to
the effective stress in the soil mass reaching zero. This phenomenon depends on several …

The paper presents an experimental study on the effect of plastic fines content on the
undrained behavior and liquefaction susceptibility of sand-fines mixtures under cyclic …

This paper presents results of a series of monotonic and cyclic direct simple shear laboratory
tests performed on reconstituted samples of two silty sands and one sandy silt. The …

The need for space for infrastructure development has plummeted studies in ground
improvement to an eminent research topic. But in the present day where the need for …