Observations from recent earthquakes and the results of cyclic tests indicate that the
Chinese criteria are not reliable for determining the liquefaction susceptibility of fine-grained …

Researchers in the past have reported significant uncertainties involved in evaluating the
risk of soil liquefaction using deterministic approaches. Therefore, to improve the accuracy …

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

A high-cycle accumulation (HCA) model predicting the accumulation of permanent strain or
excess pore water pressure in clay under a large number of load cycles is presented. Data …

Earthquake-induced liquefaction is an unpredicted phenomenon that causes catastrophic
damages and devastation to the environment, structures, and human life. The assessment of …

A database with about 60 undrained monotonic and cyclic triaxial tests on kaolin is
presented. In the monotonic tests, the influences of consolidation pressure …

The present research aims to co-relate the plasticity and liquefaction response of soil as well
as its significance in defining liquefaction probability. To accomplish this, metaheuristic …

Energy dissipation can macroscopically synthesize the evolutions in the microstructure of
the marine clay during cyclic loading. Hence an energy-based method was employed to …

This paper seeks to investigate the liquefaction of clayey soils, a phenomenon that has been
the trigger for many natural disasters in the last few decades, including landslides. Research …

This study investigates the fines content influence on liquefaction potential of a single base
sand mixed with three different essentially nonplastic silts through strain-controlled …