This study introduces a novel approach employing four innovative hybrid CatBoost-based
soft-computing models to accurately predict the ultimate bearing capacity of T-shaped strip …

This paper presents reliability analysis of monopile foundations for offshore wind turbine
applications, along with probabilistic characterization of the responses. Finite element …

Spatial variability is unavoidable for soils and it is important to consider such a feature in the
design of geotechnical engineering as it may lead to some structure behaviors which cannot …

This paper aims to employ the probabilistic approach to describe the bearing capacity of
square and strip foundations resting on the average rock mass quality. The Geological …

In this study, a novel method is proposed to optimize the reinforced parameters influencing
the bearing capacity of a shallow square foundation resting on sandy soil reinforced with …

This study presents the analysis of surficial strip footing on sloping frictional ground for an
easy estimation of its seismic bearing capacity (by means of a seismic slope coefficient) to …

This paper studies the multi-objective optimization of the parameters influencing the bearing
capacity of a strip footing resting on different soft soils improved with stone columns. Bearing …

The deterministic slope stability analysis does not consider uncertainties that originate due
to various factors such as spatial variability in properties of soil, mechanical and human …

Pile foundations generally experience various combinations of lateral and vertical load
components ie, axial and lateral loads. The present finite-difference study examines the …

This study examines the influence of cyclic wave loads on the bearing capacity envelope of
mat foundations for bottom-supported platforms in saturated soft clay seabed. These …