| Vorliegende Sprache |
eng |
| Hinweise auf parallele Ausgaben |
113746911 Druckausg.: ‡Unsaturated soils ; 2: Numerical and theoretical approaches: ... 37 tab |
| ISBN |
978-3-540-21122-8 |
| Name |
Schanz, Tom |
| T I T E L |
Unsaturated Soils: Numerical and Theoretical Approaches |
| Zusatz zum Titel |
Proceedings of the International Conference “From Experimental Evidence towards Numerical Modeling of Unsaturated Soils,” Weimar, Germany, September 18–19, 2003 |
| Weitere Titel |
Volume II |
| Verlagsort |
Berlin, Heidelberg |
| Verlag |
Springer-Verlag Berlin Heidelberg |
| Erscheinungsjahr |
2005 |
| 2005 |
| Umfang |
Online-Ressource (IX, 369 p, online resource) |
| Reihe |
Springer Proceedings in Physics ; 94 |
| Notiz / Fußnoten |
Description based upon print version of record |
| Weiterer Inhalt |
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 stateA 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 modellingGeneralized effective stress in unsaturated granulate by DEM analysis; Grading entropy variation due to soil crushing; 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 soilModeling 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; |
| Titelhinweis |
Druckausg.: ‡Unsaturated soils ; 2: Numerical and theoretical approaches: ... 37 tab |
| ISBN |
ISBN 978-3-540-26737-9 |
| Klassifikation |
SCI041000 |
| TGMD |
| TEC009070 |
| 624.15136 |
| 530 |
| 620.1 |
| 530 |
| TA349-359 |
| 530 |
| Kurzbeschreibung |
Understanding the behaviour of unsaturated soils is becoming exclusively essential for geotechnical engineers and designers. This book includes the Proceedings of the International Conference ISSMGE uniting researchers and practitioners in geotechnical engineering on a single platform and discussing the problems associated with unsaturated soils. The objectives of the International Conference were: (a) to promote unsaturated soil mechanics for practical application, (b) to exchange experiences in experimental unsaturated soil mechanics and numerical modelling, (c) to discuss application of uns |
| 1. Schlagwortkette |
Boden |
| Ungesättigte Zone |
| Modellierung |
| Numerisches Verfahren |
| Kongress |
| ANZEIGE DER KETTE |
Boden -- Ungesättigte Zone -- Modellierung -- Numerisches Verfahren -- Kongress |
| 2. Schlagwortkette |
Boden |
| Poröser Stoff |
| Granulärer Stoff |
| Elastoplastizität |
| ANZEIGE DER KETTE |
Boden -- Poröser Stoff -- Granulärer Stoff -- Elastoplastizität |
| 3. Schlagwortkette |
Damm |
| Deponie |
| Tunnel |
| Abdichtung |
| Rissbildung |
| Sickerwasser |
| ANZEIGE DER KETTE |
Damm -- Deponie -- Tunnel -- Abdichtung -- Rissbildung -- Sickerwasser |
| 4. Schlagwortkette |
Boden |
| Ungesättigte Zone |
| Modellierung |
| Numerisches Verfahren |
| ANZEIGE DER KETTE |
Boden -- Ungesättigte Zone -- Modellierung -- Numerisches Verfahren |
| 5. Schlagwortkette |
Poröser Stoff |
| Granulärer Stoff |
| Elastoplastizität |
| ANZEIGE DER KETTE |
Poröser Stoff -- Granulärer Stoff -- Elastoplastizität |
| 6. Schlagwortkette |
Damm |
| Deponie |
| Tunnel |
| Abdichtung |
| Rissbildung |
| Sickerwasser |
| ANZEIGE DER KETTE |
Damm -- Deponie -- Tunnel -- Abdichtung -- Rissbildung -- Sickerwasser |
| SWB-Titel-Idn |
264346858 |
| Signatur |
Springer E-Book |
| Bemerkungen |
Elektronischer Volltext - Campuslizenz |
| Elektronische Adresse |
$uhttp://dx.doi.org/10.1007/b138015 |
| Internetseite / Link |
Volltext |
| Siehe auch |
Volltext |
| Siehe auch |
Inhaltsverzeichnis |
| Siehe auch |
Einführung/Vorwort |
| Siehe auch |
Cover |
