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- 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