Unburied submarine pipelines might buckle laterally under the conditions of high
temperature and high pressure. As an important design parameter of submarine pipelines …

Buried subsea pipelines under high temperature conditions tend to relieve their axial
compressive force by forming localised upheaval buckles. This phenomenon is traditionally …

In order to release the axial compressive force resulting from high-temperature conditions,
sleepers or distributed buoyancy sections are usually installed along the route of the subsea …

Unburied subsea pipelines operating under high-temperature and high-pressure conditions
tend to relieve their axial compressive force by forming lateral buckles. Uncontrolled lateral …

Unburied subsea pipelines operating under high temperature and high pressure (HT/HP)
conditions tend to relieve their axial compressive force by forming lateral buckles in an …

The nonlinear pipe-soil interaction model and the initial imperfections are predominantly
factors that affect the lateral buckling behaviour of subsea pipelines with a high-temperature …

Pipelines exposed to high temperature and high pressure with a topographic step
imperfection are susceptible to the phenomenon of upheaval buckling potentially leading to …

Lateral soil resistance plays a significant role in lateral buckling, which is a main
consideration in the design of subsea pipelines. In this study, a new lateral soil resistance …

Subsea pipelines exposed to high temperature and high pressure (HTHP) conditions is
susceptible to lateral buckling. In order to control lateral buckling, engineered buckle …

The phenomenon of lateral buckling for subsea pipelines may result from the build-up of
axial force along the pipeline induced by high temperature difference. The excessive lateral …