Yangping Yao,
Yangping (Beihang University, China) Yao
Elsevier Science
e druk, 2025
9780443275708
A Unified Hardening Constitutive Theory for Soils
Fundamentals of Plasticity for Geomaterials
Specificaties
Paperback, blz.
|
Engels
Elsevier Science |
e druk, 2025
ISBN13: 9780443275708
Rubricering
Onderdeel van serie
Woodhead Publishing Series in Civil and Structural Engineering
Levertijd ongeveer 8 werkdagen
Samenvatting
A Unified Hardening Constitutive Theory for Soils: Fundamentals of Plasticity for Geomaterials provides a unified hardening (UH) theory capable of uniformly describing the behaviors of both sand and clay. The models developed within the UH theory framework are characterized by their simplicity and efficiency, requiring only a few parameters that have clear physical meanings. The book not only deepens the theoretical understanding of soil mechanics and related fields but also provides a practical reference for a wide range of civil engineering and geotechnical applications.
The insights and outcomes presented are important in terms of advancing theoretical knowledge and facilitating practical engineering solutions.
Specificaties
Inhoudsopgave
1. Introduction<br>2. Elastoplastic constitutive modeling of soils<br>3. Transformed stress method for 3D generalization of constitutive model<br>4. Original UH model: UH model for clay<br>5. Generalized UH model: UH model for clays and sands<br>6. Extended UH model considering temperature effects<br>7. Extended UH model considering time effects<br>8. Extended UH model reflecting small strain behaviour<br>9. Extended UH Model for Unsaturated Soils<br>10. Numerical Implementation and Application of UH Models