Three different liquefaction mitigation techniques for an earthen embankment resting on saturated loose cohesionless soil have been compared in the present study as densification of foundation soil, stone column mitigation, and hybrid pile-stone mitigation. Numerical modelling has done using finite element assuming plane strain condition. Liquefaction behaviour modelled effective stress-based e...

Earthquakes may cause liquefaction of seabed soil around the monopile foundations offshore wind turbines (OWTs), posing a great threat to safety OWTs. As an accurate prediction method has not been achieved today, further study is conducted in this paper following experimental investigation pore pressure development rule samples farm. In study, new discrimination was proposed first based on tria...

Frameworks for estimating soil properties from CPT penetration resistances must account for the effects of overburden stress on both the penetration resistance and the soil property of interest, including how such effects vary with soil type. For example, common procedures for estimating the liquefaction resistance of sands include functional terms that account for the effect of overburden stre...

Abstract Soil liquefaction is a phenomenon through which saturated soil completely loses its strength and hardness behaves the same as liquid due to severe stress it entails. This can be caused by earthquakes or sudden changes in conditions. Many empirical approaches have been proposed for predicting potential of liquefaction, each includes advantages disadvantages. In this paper, novel predict...

The liquefaction vulnerability of soil is generally related to a few parameters which are ordinarily measured by laboratory tests on distributed and undistributed under distinctive test conditions. This study uses methods based standard penetration assess criteria appraise the for deposits Chalus City placed in high seismic area. To overcome deficiencies these experimental strategies an ANN-bas...