The following papers were among those presented at the speciality session on constitutive equations of soils: Constitutive equiations for geomechanical materials based on elasto-viscoplasticity, (Akai, K and Adachi, T); Application of critical state theories to hte prediction of strains in triaxial specimens of soft Bangkok clay, (Balasubramaniam, AS and Li, YG); Stres-deformation of loess of low natural Moisture, (Browzin, BS); A ridge effect during "topomorphic" deformation, (Chaplin, TK); A comprehensive mechanical model of sand at low stress level, (Dietrich, TH); An elasto-plastic stress-strain relationship for cohesionless soil, (Duncan, JM and Ozawa, Y); Constitutive equations for soil, (Duncan, JM and Ozawa, Y); Constitutive equations for sand in simple shear, (Finn, WDL and Lee, KW); Stress-strain behaviour of sand under generalized stress conditions, (Fradis, E and Frydman, S); A new plasticity criterion: application to soil mechanics, (De Garidel-Thoron, R); Elasto-plastic constitutive laws of granular materials, (Hashiguchi, K and Ueno, M); The measurement of thime within the soil mass, (Hawley, JG); Constitutive relations for the flow of a granular assembly inthe limit state of stress, (De Josselin De Jong, Q); Constitutive equation of a non-saturated expansive clay, (Karalis, T); A stress-strain-time equation of normally consolidated clay, (Karube, D); A general stress-strain-time formulation for soils, (Kavazanjian, E and Mitchell, JK); The rate process approach to soil behaviour, (Keedwell, MJ); Nonassociated and coupled flow rules of elasto-plasticity for geotechnical media, (Maier, G and Hueckel, T). /TRRL/

Media Info

  • Features: Figures; Photos; References; Tables;
  • Pagination: p. 1-142

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Filing Info

  • Accession Number: 00195434
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Aug 15 1979 12:00AM