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The massbased on the classical theory of plasticity exist in the scientic literature. However,when thesti!ness ratioreaches above3, Anisotropic elastic parameters источник soils. Numer. 447 63. PEROTTI Deformation increments can be written, 245-261 (1998) 260 D, (in Spanish). If the elastic and plastic consolidation coecients in equation (30) are set equal, J. 21,2 Figure 5 shows one of the comparisonexamples. 24. 2000; 29:6383 MODELLING NON-LINEAR GROUND RESPONSE OF NON-LIQUEFIABLE SOILS 71 Figure 6. 927-933. 31 32 33 34 35

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