Study of transient pore pressures due to cyclic loads to optimise the foundation concept for Sakhalin platforms




Study of transient pore pressures due to cyclic loads to optimise the foundation concept for Sakhalin platforms


Ole Kristian Soereide; Anders Bye; Liv Hamre; Corneliu Athanasiu


16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)



Marine and Transportation Geotechnical Engineering



Soil Mechanics