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Unsaturated Soils: Numerical and Theoretical Approaches - nouveau livre

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Unsaturated Soils: Numerical and Theoretical Approaches - nouveau livre

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Unsaturated Soils: Numerical and Theoretical Approaches
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ISBN:

9783540267379

Informations détaillées sur le livre - Unsaturated Soils: Numerical and Theoretical Approaches


EAN (ISBN-13): 9783540267379
ISBN (ISBN-10): 3540267379
Date de parution: 2006
Editeur: Springer Berlin
369 Pages
Langue: eng/Englisch

Livre dans la base de données depuis 2009-10-02T20:51:19+02:00 (Zurich)
Page de détail modifiée en dernier sur 2023-03-27T14:00:34+02:00 (Zurich)
ISBN/EAN: 9783540267379

ISBN - Autres types d'écriture:
3-540-26737-9, 978-3-540-26737-9
Autres types d'écriture et termes associés:
Auteur du livre: schanz
Titre du livre: springer, unsaturated, weimar 1918 1933

Données de l'éditeur

Auteur: Tom Schanz
Titre: Springer Proceedings in Physics; Unsaturated Soils: Numerical and Theoretical Approaches - Proceedings of the International Conference "From Experimental Evidence towards Numerical Modeling of Unsaturated Soils", Weimar, Germany, September 18-19, 2003
Editeur: Springer; Springer Berlin
369 Pages
Date de parution: 2005-12-28
Berlin; Heidelberg; DE
Imprimé / Fabriqué en
Langue: Anglais
213,99 € (DE)
220,00 € (AT)
236,00 CHF (CH)
Available
IX, 369 p.

EA; E107; eBook; Nonbooks, PBS / Technik/Maschinenbau, Fertigungstechnik; Maschinenbau; Verstehen; Reservoir; construction; contaminant; geotechnical engineering; impoundment; landfill; mechanics; modeling; modelling; porous media; simulation; soil mechanics; hydrogeology; C; Theoretical and Applied Mechanics; Engineering Fluid Dynamics; Mathematical and Computational Engineering; Classical and Continuum Physics; Hydrogeology; Geophysics/Geodesy; Engineering Mechanics; Engineering Fluid Dynamics; Mathematical and Computational Engineering Applications; Classical and Continuum Physics; Geology; Geophysics; Engineering; Maschinenbau: Strömungsmechanik; Mathematik für Ingenieure; Klassische Mechanik; Geologie und die Lithosphäre; Geophysik; BB

Theoretical Approaches.- Conservation laws for three-phase partially saturated granular media.- Thermally-induced pore pressure generation in a nearly-saturated cementitious material.- Strain localisation simulation in non-isothermal multiphase geomaterials.- Non-linear behaviour in the deformation and localization analysis of unsaturated soil.- A process-oriented approach to compute THM problems in porous media - Part 1: Theoretical and informatics background.- The influence of hydraulic hysteresis on unsaturated soils FE analyses.- Effects of intergranular adhesive force on failure criterion of granular materials.- A bounding surface plasticity model for sands in an unsaturated state.- A unified framework for elastoplasticity of unsaturated soils: From capillary hysteresis to soil skeletal deformations.- State parameters for unsaturated soils, basic empirical concepts.- Investigations regarding soils below phreatic surface as unsaturated porous media.- Inspection of excess pressure propagation in the zone of gas entrapment below the capillary fringe.- A new concept for the numerical simulation and parameter identification of multiphase flow and transport processes in cohesive soils.- Statistical approach in soil-water characteristic curve modelling.- Generalized effective stress in unsaturated granulate by DEM analysis.- Grading entropy variation due to soil crushing.- Numerical Modelling.- A process-oriented approach to compute THM problems in porous media - Part 2: Numerical applications.- Numerical study to the desiccation cracks formation in mineral liners for landfills.- Modelling the behaviour of an earth and rockfill dam during construction and impoundment.- Numerical simulation of air loss during tunnel advance in compressed air tunnelling.- Centrifuge and numerical modeling of contaminant transport through the unsaturated silty soil.- Modeling of seepage flow through layered soils.- Hydro-mechanical behaviour of unsaturated buffer.- Applications of CODE-BRIGHT to thermal-hydro-mechanical experiments on clays.- An unsaturated soil seepage analysis for design of a soil cover system to reduce oxidation of a mine tailings deposit.
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