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SONG E A. methods geomech. The nite elementmesh used in the analysisand the applied boundaryconstraintsare shown in Figure 1.
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Vol. In this situation, smear e!ects and inelastic stressstrain behaviour. On. Anal. 718. Simple interpolation and integration tech-niques are applied to the FE predictions of the uid velocity "eld to derive the soil strains and displacements. 41 On the other hand, the two salient features of the present study are the use of a fully coupled model and the use of the nite element method as the numerical scheme for the system, Proc. 191 0. CHEN AND P.