![Loading...](https://link.springer.com/static/c4a417b97a76cc2980e3c25e2271af3129e08bbe/images/pdf-preview/spacer.gif)
-
Article
Thermo-mechanical Behaviour of Soft Clay between Operation and Shutdown of Submarine Hot Oil Pipeline
The interaction between the pipeline and the surrounding soil is a critical factor in the buckling analysis of the pipeline operating at high temperatures and pressures. The heating pipeline alters the tempera...
-
Chapter and Conference Paper
Undrained Shear Strength Assessments for Clay of the Offshore Wind Power Projects in Vietnam
As a case study, the CPTU and laboratory tests results Binh Dai offshore wind power projects in Vietnam are analyzed to acquire the accurate strength parameters and interpretative parameters of CPTU. The undra...
-
Chapter and Conference Paper
Prediction on the Penetration Resistance of Mono-Bucket Foundations in Silty Soil
Hybrid mono-bucket foundations with ballast and skirt are employed to support offshore wind turbines (OWTs) in East China, with the advantages in capacity and efficient installation. The prediction of soil res...
-
Chapter and Conference Paper
The Thermo-mechanical Behaviour of Clay in Different Stress and Temperature Paths
During the service period of oil-gas pipelines, marine cables and energy pile, the surrounding soil will be strongly influenced by the high temperature, which changes the mechanical properties (strength and st...
-
Article
Modelling thermo-elastic–viscoplastic behaviour of marine clay
Marine clay supporting high-temperature offshore structure susceptible to random movements (such as a buckling high-temperature pipeline) experiences variable shearing rates at an elevated temperature that is ...