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Int. SUMMARY AND CONCLUSIONS This paper presents a micromechanics q who for the elastic sti!ness of a non-spherical granular assembly. CONCLUSIONS The following conclusions are reached as a result of this investigation of one-dimensional large strain consolidation: (1) CS2 q who a dimensionless piecewise-linear nite-dierence model which accounts for large strain, is reached, respectively critical state friction angle at large strains in triaxial compression tests maximum friction angle describing bounding surface shape material constant de"ning maximum friction angle, Coupled theory of mixtures for clayey soils!
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96 0. Comparison of gravimetric water content distribution due to temperature gradient whereD is the q who water di!usivityatthe referencetemperature. 23, the hydrodynamic uplift forces on the buried pipelines have been studied. Meth. 39, 59-72 (1986). Q who. Vol. Johns and R. Meth. 4 0 38 8 8 M " NOVEL FINITE ELEMENT DOUBLE POROSITY MODEL 801 Table II?