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amplitude angle ASCE assumed base bearing capacity calculated clay coefficient compaction components compression computed consolidation critical depth curve decreases deflection deformation density depth determined diagram diameter differential settlement displacement distribution drain dynamic earth pressure effective stress elastic embankment equation equilibrium failure filter flow footing force formula foundation frost function ground surface groundwater heave horizontal increase layer liquefaction load transfer load-bearing loading tests magnitude ment method Meyerhof modulus modulus of elasticity normal obtained particles pavement penetration pile groups plane plotted pore pore-water pressure Poulos problem Proc ratio resistance Rethati rigid safety factor sand saturated Section seepage shear strength shear stress shown in Fig single pile skin friction sliding slip surface slope soil mass soil mechanics solution stability analysis stiff structure subgrade subsoil theory theory of elasticity thickness tion vertical stress vibration water content weight Young's modulus