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Quasi-static interaction between pipe piles and multilayered saturated soft soils with a fractional viscoelastic model

Geotechnical EngineeringPipe PilesEngineeringGeotechnical ProblemMechanicsGeotechnical PropertyCivil EngineeringSoil-structure InteractionMechanical EngineeringGeomechanicsRheologyQuasi-static InteractionFractional Viscoelastic ModelSoil Mechanic