Significant forces can be applied to embedded pipelines in sloping grounds due to soil
instabilities, which potentially might lead to leakage of hazardous fluids into the …

Sand erosion and scouring caused by waves and marine currents result in gradual increase
of local seabed inclination and formation of slopes around hydraulic structures and offshore …

In this study, a total number of 20 centrifuge tests were carried out to investigate monopile
behaviour under lateral cyclic loading. The instrumented model pile simulates an offshore …

Submarine slope instabilities are considered one of the major threats for offshore buried
pipelines. This paper presents a novel method to evaluate the ultimate pressure acting on a …

A series of centrifuge tests on fully saturated slope samples was performed to investigate the
unstable behaviour of statically liquefied slopes. The samples were saturated with a viscous …

Pore pressure development along with other soil processes occur during pile driving. There
is still limited knowledge about these processes and especially pore pressure development …

Pile driveability is affected by, amongst other factors, the pore pressure changes in the
vicinity of the pile. However, accurate quantification of the generated pore pressure in the …

Souring erosion around structural elements on the seabed, sediment transport, dredging
and other similar anthropogenic offshore activities can cause an increase of seabed angle …

Sudden instabilities around hydraulic structures can be triggered due to the gradual
increase of seabed inclination as result of souring process. This article compares the results …