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amplitude analysis assumed backfill base bearing capacity bearing capacity factors bulk density centre clay layer coefficient of elastic coefficient of permeability cohesionless soil cohesive soils column compacted concrete Cone Penetration Test consolidation correct damping degree of saturation depth Determine diameter drainage effective stress embankment engineering equation factor of safety ﬂow force given ground level ground water horizontal Indian Standard inﬂuence kN/m kN/mz length liquid limit major principal method moisture content overburden pressure passive penetration plane plasticity pore water pressure principal stress PROBLEM retaining wall rock sampler sand settlement shear failure shear strength shear stress shearing resistance sheet pile shown in Figure silt silty skin friction slope soil mechanics soil sample Solution specific gravity stability number stratum surface Terzaghi thickness triaxial test undrained velocity vertical stress vibration void ratio volume water content water table weight of soil width