Helical anchors are emerging as an innovative foundation design option for offshore
applications to resist uplift loading. Numerous studies have been conducted to investigate …

Although the random heterogeneity of a clayey seabed has been long recognised, it is
relatively recently that the influence of spatial variability on the spudcan foundation has been …

This paper investigates probabilistic failure envelopes of strip foundations on spatially
variable soils with profiles of undrained shear strength, su, linearly increasing with depth …

Skirted foundations are widely used in offshore and subsea engineering. Previous studies
have shown that soil undrained shear strength variability has a notable impact on …

This paper mainly investigates the effect of soil spatial variability on failure mechanisms and
capacities of strip foundations under uniaxial loading on marine clay deposits with linearly …

Caisson foundations are increasingly used in offshore engineering and are usually
subjected to combined vertical-horizontal-moment (VHM) loading caused by self-weight …

Skirted foundations are widely used in offshore engineering. The soils that skirted
foundations are sited in commonly exhibit inherent spatial variability due to complex …

Skirted foundations are widely used in offshore applications to resist the large vertical-
horizontal-moment (VHM) loads likely to occur in deep water. Their ultimate capacity under …

Numerical 3D deterministic models of offshore monopile foundations are computationally-
expensive and thus they present a great obstacle to the use of the conventional Monte Carlo …

A two-dimensional plane-strain finite element analysis based study is conducted to
investigate the overall response of skirted strip footing resting on layered soil media …