Soil Behaviour and Critical State Mechanics

Erscheinungsjahr 1991
ISBN: 978-0-521-33782-3
Verlag: Cambridge University Press

Buch, Englisch, 486 Seiten, Format (B × H): 152 mm x 229 mm, Gewicht: 785 g

Soils can rarely be described as ideally elastic or perfectly plastic and yet simple elastic and plastic models form the basis for the most traditional geotechnical engineering calculations. With the advent of cheap powerful computers the possibility of performing analyses based on more realistic models has become widely available. One of the aims of this book is to describe the basic ingredients of a family of simple elastic-plastic models of soil behaviour and to demonstrate how such models can be used in numerical analyses. Such numerical analyses are often regarded as mysterious black boxes but a proper appreciation of their worth requires an understanding of the numerical models on which they are based. Though the models on which this book concentrates are simple, understanding of these will indicate the ways in which more sophisticated models will perform.

Autoren/Hrsg.

Wood, David M.

Wood, David Muir

Fachgebiete

• Technische Wissenschaften Bauingenieurwesen Abwasser- und Kanalisationstechnik
• Technische Wissenschaften Bauingenieurwesen Mathematische Methoden, Computeranwendungen (Bauingenieurwesen)
• Technische Wissenschaften Bauingenieurwesen Bauingenieurwesen

Inhaltsverzeichnis

Preface; Acknowledgements; List of symbols; 1. Introduction: models and soil mechanics; 2. Elasticity; 3. Plasticity and yielding; 4. Elastic-plastic model for soil; 5. A particular elastic-plastic model: cam clay; 6. Critical states; 7. Strength of soils; 8. Stress-dilatancy; 9. Index properties; 10. Stress paths and soil tests; 11. Applications of elastic-plastic models; 12. Beyond the simple models; References; Index.