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Relationship between earthquake-induced uplift of rectangular underground structures and the excess pore water pressure ratio in saturated sandy soils

Geotechnical EngineeringEarthquake EngineeringEngineeringGeotechnical ProblemGeotechnical PropertyCivil EngineeringSoil-structure InteractionGeomechanicsEarthquake-induced UpliftSaturated Sandy SoilsEarth ScienceUnsaturated Soil MechanicsRectangular Underground StructuresSoil Mechanic