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 …

Liquefaction behavior of fine-grained soil is associated with numerous soil parameters;
however, over the past few years, importance of plasticity in predicting liquefaction …

Undrained cyclic responses of rubber-sand mixtures are essential for its applications in
earthquake-prone areas. Hence, the present study is intended to examine the liquefaction …

The quaternary alluvium deposit in the Middle Ganga Plain (MGP) consists of a thick layer of
cohesionless soil. The chances of liquefaction at shallow depth in this deposit become high …

The present study focuses on the cyclic behaviour of cohesionless soil collected from the
quaternary alluvium deposit at the Middle Ganga Plain (MGP). A series of strain-controlled …

Abstract The Foundation Input Motion (FIM) arising out of kinematic soil‐pile interaction
forms an integral part of the seismic analysis of pile‐supported structures. Several studies in …

Experimental evidence shows that earthquake induced liquefaction can occur more than
once in sandy soils. Moreover, despite an increase in soil density caused by the dissipation …

During seismic ground shaking, the motion of a soil–pile system is different from that of the
free field due to seismic soil–structure interaction (SSI). Kinematic soil–pile interaction is …

Estimation of dynamic properties and cyclic strength becomes necessary with urbanization,
for land use, planning and development. In undrained conditions, during the application of …

Peats originate from plants and denote the various stages in the humification process. This
condition renders the peat extremely soft and can be considered problematic soil. Thus, this …