Cyclic liquefaction of silty sands remains to be very intriguing for both research and practice.
Even though many factors are known to influence the liquefaction resistance of sands, the …

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 understanding of the mechanical behavior of the unsaturated soils has been
significantly enhanced due to the recent advancement of technology and modifications to …

A series of undrained cyclic triaxial tests were performed on sand–silt mixtures, prepared
after addition of non-plastic fines (in the range of 0–40%) into the fine sand. The cylindrical …

Evaluating cyclic liquefaction of soil from the perspective of energy dissipation provides a
more comprehensive insight into its liquefaction mechanism. This study conducted a series …

Generally, silty sand possesses very negligible cohesion and may fail under dynamic
loading due to liquefaction. To mitigate liquefaction, treatment using biopolymers are now …

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 …

Liquefaction of clean and silty sands remains to be an important problem during
earthquakes. Even though many factors are known to influence liquefaction behavior, the …

This paper aims to analyze the liquefaction susceptibility of central Kerala (Ernakulam),
India. This region is selected as it is the most seismically active zone in Kerala. Soil type …

The cone penetration test-based simplified liquefaction triggering evaluations are largely
based on linking liquefaction manifestations in the field to cone penetration resistance …