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 monotonic …

The monotonic behavior of pond ash was studied experimentally and with a particular focus
on evaluating the applicability of critical state soil mechanics framework in synthesizing and …

The characteristic features of undrained behavior of a silty sand are investigated for a range
of initial conditions (e, p′) for both isotropic consolidation (CIU) and K 0 consolidation (K 0 …

The research topic is part of the study of the behaviour of numerous materials defined as"
transition"(or" intermediate") which include silty sands, sandy silts, clayey sands, etc. and …

In this study experimental and numerical investigations have been carried out with the
emphasis on studying the behaviour and liquefaction state of typical silty sand sampled from …

The liquefaction behaviour of pond ash was investigated experimentally by monotonic and
cyclic triaxial tests. In order to investigate the effect of specimen preparation method, moist …

The monotonic behaviour of pond ash was comprehensively investigated under the critical
state soil mechanics (CSSM) framework using an extensive triaxial testing programme. In …

Soil liquefaction is one of the catastrophic effects that result from earthquakes. It is a
phenomenon that occurs when loose, saturated, cohesionless soil loses its strength and …

A critical state, CS, approach has been proposed for liquefaction evaluation of sandy soils,
containing a small amount fines content (f), which was achieved via the concept of …

Pond ash, being a form of coal ash, consists mainly of silt-size glassy particles with a
significant percentage containing internal occluded voids. By analysing the evolution of …