The sustainable development of offshore wind energy requires thorough investigations on
technological issues. The substructure, which acts as the natural link between technologies …

Caissons and piles are two primary foundation types for deep-water bridges. Caissons are
suitable for long-span bridges, deep alluvial deposits, liquefiable soils, and sufficient vessel …

The problem considered in this computational study is for the bearing capacity determination
of three-dimensional (3D) rigid tripod-pile groups subjected to combined vertical (V) …

In this paper, numerical limit analysis is applied to evaluate the bearing capacity of a single
rigid pile embedded in a ponderable homogeneous cohesive‐frictionless soil subjected to …

To reduce the computational cost and improve the accuracy in predicting failure envelopes
of caisson foundations, this study proposes an intelligent method using random forest (RF) …

The failure envelope approach is commonly used to assess the capacity of shallow
foundations under combined loading, but there is limited published work that compares the …

Caisson foundations, typically adopted for both onshore and offshore structures, are usually
subject to combined loading acting during working conditions and exceptional events such …

Allowing the transitory attainment of bearing capacity of caisson foundations supporting
bridge piers during strong seismic events can lead to substantial optimisation in their design …

The problem of estimating the bearing capacity of massive caisson foundations in frictional
soil under combined vertical (N), horizontal (Q) and moment (M) loading is examined …

This paper focuses on the identification of the failure envelope of a caisson foundation in
sand using an advanced critical state-based sand model (SIMSAND) and the Combined …