![]() ![]() Strength, stress-strain and bulk modulus parametersĭerive period of maximum spectral acceleration for Triaxial compression CID and UU test data. Generates hyperbolic stress-strain properties from One dimensional finite difference dynamic responseįlat ground liquefaction potential and deformationĬAD type three dimensional finite differenceĬonstruction dewatering, relief well drawdown, threeĭimensional seepage in irregular situations. Two dimensional seismic response FEM analysisĭam liquefaction potential and deformation analysis Stress analyses of structures such as arch dams, gravity dams and radial gates. ![]() Static and seismic (response spectra or time history) ![]() Three dimensional FEM analysis of structures Of rapid drawdown and pseudo-static slope stability of embankments Two dimensional seepage analysis, both steady stateįEM analysis of stresses and deformationsĪnalysis of stress, deformation and soil-structureįEM analysis of seismic response and pore pressure developmentĪnalysis of dynamic response of earth structures to seismic loading (time history analysis)įEM analysis of thermal dynamics in soils and foundationsĪnalysis of ground temperature changes and foundation insulating behaviorĬLARA-W (O.Hungr Geotechnical Research,lnc.)Īnalysis of three dimensional slope stability problems of earth structures and natural slopesĪnd Three Step limit equilibrium analysis Slope stability analysis, both circular and ![]()
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