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| Titre : | The Material Point Method for Geotechnical Engineering : A Practical Guide |
| Titre original: | La méthode material point pour l’ingénierie géotechnique : un guide pratique |
| Auteurs : | Fern, James, Auteur ; Rohe, Alexander, Auteur ; Soga, Kenichi, Auteur |
| Type de document : | texte imprimé |
| Mention d'édition : | 1st Edition |
| Editeur : | New york [U.S.A.] : CRC press, 2019 |
| ISBN/ISSN/EAN : | 978-1-138-32331-5 |
| Format : | xxii, 420 p. / couv. ill. en coul.; ill. / 24 cm. |
| Langues: | Anglais |
| Langues originales: | Anglais |
| Index. décimale : | 624.151 (Géotechnique (géotechnique des fondations ;sols de fondation,soutenant ;technique du sol)) |
| Catégories : | |
| Mots-clés: | Material point method ; Geotechnical engineering |
| Résumé : |
This practical guide provides the best introduction to large deformation material point method (MPM) simulations for geotechnical engineering. It provides the basic theory, discusses the different numerical features used in large deformation simulations, and presents a number of applications -- providing references, examples and guidance when using MPM for practical applications.
MPM covers problems in static and dynamic situations within a common framework. It also opens new frontiers in geotechnical modelling and numerical analysis. It represents a powerful tool for exploring large deformation behaviours of soils, structures and fluids, and their interactions, such as internal and external erosion, and post-liquefaction analysis; for instance the post-failure liquid-like behaviours of landslides, penetration problems such as CPT and pile installation, and scouring problems related to underwater pipelines. In the recent years, MPM has developed enough for its practical use in industry, apart from the increasing interest in the academic world. |
| Note de contenu : |
Sommaire :
PARTIE I: Theory. Chapitre 1: Computational Geomechanics Chapitre 2: Fundamentals of the Material Point Method Chapitre 3: Different Formulations and Integration Schemes Chapitre 4: Recent Developments to Improve the Numerical Accuracy Chapitre 5: Axisymmetric Formulation Chapitre 6: Numerical Features used in Simulations Chapitre 7: An Introduction to Critical State Soil Mechanics Chapitre 8: An Introduction to Constitutive Modelling PARTIE II: Application Chapitre 9: The Granular Column Collapse Chapitre 10: Inverse Analysis for Modelling Reduced-Scale Laboratory Slopes Chapitre 11: Dyke Embankment Analysis Chapitre 12: Landslides in Unsaturated Soil Chapitre 13: Preliminary Analysis of a Landslide in the North-West Pacific Chapitre 14: Thermal Interaction in Shear Bands: the Vajont Landslide Chapitre 15: Excavation-Induced Instabilities Chapitre 16: Slope Reliability and Failure Analysis using Random Fields Chapitre 17: Jacked Pile Installation in Sand Chapitre 18: Cone Penetration Tests Chapitre 19: Dynamic Compaction Chapitre 20: Installation of Geocontainers Chapitre 21: Applications in Hydraulic Engineering |
Exemplaires (2)
| Cote | Support | Localisation | Section | Disponibilité |
|---|---|---|---|---|
| F8/12352 | Livre | Bibliothèque de la Faculté de Technologie | Documentaire | Disponible |
| F8/12353 | Livre | Bibliothèque de la Faculté de Technologie | Documentaire | Disponible |
