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Titlebook: Rock and Soil Rheology; Proceedings of the E Nicolae Cristescu,Horia I. Ene Conference proceedings 1988 Springer-Verlag Berlin Heidelberg 1

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Roman Traczyk Sozialwissenschaft: etwa in den Bereichen Personalverwaltung, Gleichstellungsarbeit, Informationstechnik, Statistische Datenerhebung und -aufb ereitung oder öffentlichkeitsarbeit sowie in speziellen Arbeitsbereichen wie Arbeitssicherheit, Gesundheitsberichterstattung, Sozial- und Jugendhilfe, Umwel
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Change of scale methods applied in mechanics of saturated soils,for multiphase media using change of scale by spatial convolution are first extended in Lagrangian form. Balance equations at macroscopic scale are thus established starting from corresponding equations valid at the local level (grains scale). For saturated soils seepage velocity and effective stres
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A mathematical model for the liquefaction of soils,tion, the model is able to interpret the behaviour of both granular and cohesive soils, either normally consolidated or overconsolidated under monotonic loading. It accounts for the occurrence of dilatancy in cohesionless soils and of liquefaction in certain cohesionless soils undergoing quasistatic
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Slip surfaces in soil mechanics,mechanism of progressive development of discrete slip surfaces in a heterogeneous stress field is first described, in good agreement with actual physical observations. This mechanism makes it possible to analyse mechanical strength tests and to show that the validity of the shear test is especially
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