The load distribution and deflection of large diameter piles are investigated by lateral load
transfer method (p–y curve). Special attention is given to the soil continuity and soil …

Large lateral loads may act on pile foundation supporting structures, such as bridge
abutments, retaining walls, and structures subjected to wind–earthquake loads. A pile with …

The nonlinear monopile-soil dynamic response supporting an offshore wind turbine
subjected to wind and waves in two multi-layered soil sites in the Arabian Sea are …

Piles are generally adopted as the foundation in groups; pile group efficiency reduces with
an increase in the number of piles in a pile group. For regular pile groups, pile group …

Laterally loaded piles embedded in multi-layered soil strata comprising inclined substratum
presents a complex soil-structure interaction problem. Based on three-dimensional finite …

Today, monopiles are widely used as foundation to support offshore wind turbines (OWT) in
shallow waters. The stiffness of monopiles is one of the important design aspects. Field …

The behaviour of monopile foundations for offshore wind turbines deviates from classical
assumptions and accumulated experience mainly due to their large diameters and reduced …

The pile-soil interaction under wave loads is an extremely complex and difficult issue in
engineering. In this study, a physical model test is designed based on the principle of the …

The work includes an experimental analysis was performed to determine the impact of
several variables on the behavior of laterally loaded piled raft model (2× 2) having a ratio of …

Researches have been done to discover ways to strengthen peat soil deposits. In this model
study, fibrous peat that is the most compressible types of peat has been reinforced with …