An increasing number of offshore wind farms are being constructed in seismic regions over
liquefaction susceptible soils. This paper presents a methodology for the analysis and …

Comprehensive reference covering the design of foundations for offshore wind turbines As
the demand for “green” energy increases the offshore wind power industry is expanding at a …

To provide new insights into the liquefaction and post-liquefaction behaviors of calcareous
sand with and without geosynthetics reinforcement, a series of multi-stage cyclic triaxial tests …

Large scale offshore wind farms are relatively new infrastructures and are being deployed in
regions prone to earthquakes. Offshore wind farms comprise of both offshore wind turbines …

Foundations are subjected to large lateral loads during earthquakes. Further, liquefaction
and subsequent lateral spreading, observed in almost all major earthquakes, have …

The present study provides an insight into the effect of recycled carpet fibre on the
mechanical response of clean sand as backfill material subjected to monotonic loading and …

In practice, the analysis of laterally loaded piles is often carried out using a “Beam on Non-
linear Winkler Foundation method” whereby the lateral pile-soil interaction is modelled as a …

To explore the feasibility of geogrid reinforcement as a promising countermeasure to
improve the liquefaction and post-liquefaction resistance of calcareous sand, extensive …

This paper presents a fundamental study to explore the independent effects of grain size
and shape on the pre-liquefaction, liquefaction, and post-liquefaction shearing behaviour of …

Even with modern design guidelines, collapse of pile-supported structures in liquefiable
deposits are still observed after strong earthquakes, and buckling instability of piles has …