This paper reviews foundations for offshore wind energy convertors considering the
significant growth of offshore wind energy since the early 2000s. The characteristics of …

The use of wind generators has grown exponentially in recent decades to meet the
increasing demand for electricity. With both generator design and generation capability …

In recent years, spatial variability modeling of soil parameters using random field theory has
gained distinct importance in geotechnical analysis. In the present study, commercially …

This paper compiles a cone penetration test (CPT) database, named Global-CPT/3/1196. It
contains three CPT parameters (cone tip resistance, sleeve friction, and porewater pressure) …

Geotechnical engineering problems are characterized by many sources of uncertainty.
Some of these sources are connected to the uncertainties of soil properties involved in the …

A comprehensive study is performed on the stiffness of a monopile foundation supporting an
offshore wind turbine in undrained, over-consolidated clay having a spatial variation of the …

The design and analysis of offshore wind turbine foundations are traditionally based on
deterministic time-domain simulations of a numerical model. The wind turbine, support …

Geological uncertainty is often ignored in slope reliability analysis, even though the inherent
variability of soil parameters is considered. This paper aims to propose a method for slope …

Because information collected in a site investigation is limited, it is not possible to obtain
actual values for the mean, standard deviation, and scale of fluctuation for a soil property of …

Three probabilistic methods of different complexity for slope stability calculations are in the
paper evaluated with respect to a well-documented case study of slope failure in Lodalen …