Titlebook: Unsaturated Soils: Numerical and Theoretical Approaches; Proceedings of the I Tom Schanz (Professur Bodenmechanik) Conference proceedings 2

malapropism

Numerical study to the desiccation cracks formation in mineral liners for landfillsaulic soil relations and tensile behaviour of the investigated cohesive soil are needed. Also the inelastic mechanical properties must be given and implemented in the used numerical model. The present paper shows these test results, the used plasticity model and the geometry, loading and results of the numerical model.

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胡言亂語

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Strain localisation simulation in non-isothermal multiphase geomaterialsresented. This model is obtained as a result of a research in progress on the thermo-hydro-mechanical modelling for multiphase geomaterials undergoing inelastic strains. Numerical results of strain localisation in globally undrained samples of dense and medium dense sands have been presented. Vapour

整理

Non-linear behaviour in the deformation and localization analysis of unsaturated soilpplications do not only concern a single solid material but they also affect the interaction with the pore-fluids, water and air. As a result, both the deformation and the localization analysis must be applied to a triphasic material consisting of a materially incompressible elasto-plastic or elasto

BOLT

A process-oriented approach to compute THM problems in porous media - Part 1: Theoretical and informear multi-field problems with extremely high resolutions. This two-part paper introduces an object-oriented concept for numerical modelling multi-process systems in porous media (Part 1). The C++ implementation of the OO design for process objects (PCS) as a class is described and illustrated with s

Orthodontics

The influence of hydraulic hysteresis on unsaturated soils FE analysested for in most of the classical constitutive models. In this paper, an extended Cam-clay model for unsaturated soils is applied in the Finite Element (FE) analysis of an ideal geotechnical problem. The extended Cam-clay can be coupled both with an hysteretic equation of the water retention curve (W

平項(xiàng)山

Effects of intergranular adhesive force on failure criterion of granular materialsial is carried out. In this analysis, the influence of meniscus water, which is mainly cause of the complicated behavior of unsaturated soil, is expressed by introducing a constant intergranular adhesive force that acts perpendicular to the tangential plane at contact point. The influence of the int

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