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PAPERS ON MARINE GEOTECHNOLOGY
MG3 BEHAVIOUR OF OFFSHORE GRAVITY PLATFORM ON CLAY FOUNDATION
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Alaska analysis axial bearing capacity bedding error boundary element method caisson calcareous calculated cells CHARACTERISTICS OBSERVATIONS REFERENCE circular coefficient computation consolidation cyclic loading deflection deformation density deposits diameter displacement dynamic earth pressure Earthquakes Liquefaction Earthquakes Liquefaction Phenomena effect Engineering equation failure feet foraminifera formulas foundation Geotechnical gravel gravity platform grid hydraulic fill increase lateral load lithogenous maximum measured method modulus number of cycles obtained ooze parameters pelagic pelagic clays penetration pier pile Poisson's ratio pore pressure pressure at rest ratio reloading River samples Sand boils saturated sea bed sea floor sediments SEISMICITY SITE CHARACTERISTICS Shanghai shear strength shear stress shown in Fig siliceous silty skin friction skin friction resistance sliding slope soft clay soil liquefaction sound velocity static storm loading strain strength curves surface Table terrigenous thickness Tongji University triaxial tubular joints tunnel undrained strength Unified unloading vertical wave loading weight