Introduction to Hypoplasticity (Introduction to Geotechnical Engineering & Tunnelling)
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TASK Quarterly , 4 3: Influence of pressure level and stress amplitude on the compaction of granular soils. Verification of a hypoplastic model with static liquefaction tests on Hostun RF sand.
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Lo Presti, editors, Proc. Comparison of hypoplastic and elastoplastic modelling of undrained triaxial tests on loose sand.
Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mechanics of Cohesive-Frictional Materials , 4 5: Gudehus, editors, Silobauwerke und ihre spezifischen Beanspruchungen , pages Verformungsberechnung einer Unterwasserbetonbaugrube auf der Grundlage hypoplastisch ermittelter Parameter des Berliner Sandes.
Introduction to Hypoplasticity (Advances in Geotechnical Engineering and Tunneling)
Bautechnik , 76 1: Hypoplastic description of the interface behaviour. A micropolar hypoplastic model for granular materials and its FEM implementation. A rate-dependent constitutive equation for soils. Bifurcation analysis for sand samples with a non-linear constitutive equation.
Ingenieur-Archiv , 50 , , D. A constitutive law of the rate type for soils. Position, calibration and prediction. Workshop"', Grenoble, Balkema, D. Anelastic Deformation of Porous Media. A generalized hypoelastic constitutive law. A constitutive law of the rate type for soils and other granular materials. A novel constitutive law for soils. Generalized hypoelastic constitutive equation: Predictions for hollow-cylinder and cube tests, Proc. Generalized hypoelastic constitutive equation. Stress strain behaviour of granular media. Computer-aided design of constitutive laws. An outline of hypoplasticity.
Archive of Applied Mechanics , Hypoplasticity as a constitutive framework for granular materials. Introduction to hypoplasticity, Advances in Geotechnical Engineering and Tunnelling , volume 1, Balkema, Soft oedometer -- a new testing device and its application for the calibration of hypoplastic constitutive laws. Geotechnical Testing Journal , 16 2: A constitutive law for sands and clays position, prediction and evaluation.
Failure criterion, flow rule and dissipation function derived from hypoplasticity. Recent results of triaxial test with granular materials. International Journal of Engineering Science , 29 2: Bifurcation analysis for sand samples with a non-linear constitutive equation D Kolymbas Ingenieur-Archiv 50 2 , , A generalized hypoplastic constitutive law D Kolymbas Proceed.
Hypoplastic constitutive equation with back stress. A framework to model granular materials. Cambou, editor, Behaviour of granular materials. CISM courses and lectures No. Odnorodnoje Deformirovanije syputschej sredy. Teorija i experiment Homogeneous deformation of granular media. Prikladnaya Mathematika i Technitscheskaya Fisika. ISBN , 6 , , S. Shear band formation in generalized hypoelasticity.
Ingenieur-Archiv , 59 , , D. A generalization of Hvorslev's equivalent stress. In Swoboda, editor, Numerical Methods in Geomechanics , pages Recent results of triaxial test with granular materials.
Silos - Forschung und Praxis, Tagung ' Powder Technology , 60 , , D. Kolymbas, editor, Modern Approaches to Plasticity , Geotechnik , 19, Heft 1, , Spannungsfelder in Silos mit starren, koaxialen Einbauten.
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A visco-plastic model for clay and its fe implementation. Their combined citations are counted only for the first article. This "Cited by" count includes citations to the following articles in Scholar. New articles by this author. New citations to this author. New articles related to this author's research.
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My profile My library Metrics Alerts. Get my own profile Cited by View all All Since Citations h-index 28 18 iindex 48 Tunnelling and Underground Space Technology 22 1 , ,