An important issue in the probabilistic prediction modelling of multivariate soil properties
(usually including cohesion, friction angle, and unit weight) is the measurement of …

To define the seismic input in non-liquefiable soils, current seismic standards give the
possibility to treat local site effects using a simplified approach. This method is generally …

In this research, the bearing capacity (BC) of square shallow foundations at a depth of 0.5 m
has been computed with different width ranged from 1 m to 4 m utilizing direct approach …

Monte Carlo simulation was used to study the effect of inclination factor on the reliability of
shallow foundations. The variation of inclination factor was inspected by considering the …

Bearing capacity of shallow foundation is a challenging problem for geotechnical engineers.
The difficulty comes from multiple sources of uncertainty. Only the uncertainties in Soil …

Circular footings are designed to bear a load of super structures. Studies have been done
on the influence of soil properties on bearing capacity of shallow foundations. The use of …

This research studies about the co-relation of reliability index and factor of safety with
respect to ground seismicity, ground slope and depth of foundation. Simaltar Khola Bridge is …

This study analyzes the probabilistic of soil-structure interaction on the seismic reponse of a
rigid foundation. The mathematical approach is based on the method of integral equations in …