In this paper, the foundation soil of offshore structure is simulated as a two phase saturated porous medium. The dynamic equations of porous medium and finite
The buckling propagation in marine pipelines is studied by means of the cylindrical shell model in this paper. Several parameters including geometrical paramete
-Wave refraction-diffraction due to a large ocean structure and topography in the presence of a ’current are studied numerically. The mathematical model is the
- A bold innovation was carried out for the structural type of wharves in line with local conditions in Chiwan Port, in which a group of wharves with novel stru