Abstract: The design of on-bottom pipelines regarding thermally induced lateral buckling requires a comprehensive understanding of large deformation lateral pipe–soil interactions to ensure that lateral buckles form as planned. This ...

Abstract: The as-laid embedment is a key design element of deep-water pipelines, as it significantly affects the longitudinal and transverse pipe–soil interaction and thermal insulation. Due to the small-amplitude oscillations driven ...

Abstract: The as-laid embedment is a key design element of deep-water pipelines, as it significantly affects the longitudinal and transverse pipe–soil interaction and thermal insulation. Due to the small-amplitude oscillations driven ...

Abstract: Geomechanical and heat transfer characteristics of gas hydrate-bearing sediment (GHBS) are significantly affected by hydrate dissociation during gas production from reservoirs, which is typically tens of meters in thickness. ...

Abstract: This paper presents a program of centrifuge model tests (100g) on the monotonic and cyclic lateral loading behavior of monopiles. The diameter and burial depth of the model pile were 59 and 550 mm, respectively, and ...

Abstract: A change in temperature induces thermo-osmosis (T-O) and thermofiltration (T-F) effects in soils, which can influence consolidation under certain conditions. Whether such conditions are met is not always known a priori. ...