A Unified Hardening Constitutive Theory for Soils

Fundamentals of Plasticity for Geomaterials

AvYangping Yao

Häftad, Engelska, 2025

Del i serien Woodhead Publishing Series in Civil and Structural Engineering

1 890 kr

Beställningsvara. Skickas inom 10-15 vardagar. Fri frakt över 249 kr.

Beskrivning

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.

Provides a comprehensive description of soil mechanics properties, assisting professionals in civil and geotechnical engineering gain a thorough understanding of soil behavior
Explains the theoretical framework of soil plasticity, laying the foundation for professionals to understand and establish constitutive models
Includes a detailed theoretical framework for the unified description of the mechanical behavior of sand and clay, known as the UH theory, providing researchers in constitutive modeling with research directions and foundations
Provides detailed explanations of the numerical implementation and engineering applications of relevant constitutive models, thereby helping engineers in their work

Produktinformation

Utgivningsdatum:2025-07-18
Mått:152 x 229 x 15 mm
Vikt:1 000 g
Format:Häftad
Språk:Engelska
Serie:Woodhead Publishing Series in Civil and Structural Engineering
Antal sidor:282
Förlag:Elsevier Science
ISBN:9780443275708

Utforska kategorier

Mer om författaren

Dr Yao is a Professor at Beihang University, Beijing, China. He is Vice Chairman of the Soil Mechanics and Geotechnical Engineering Branch of the China Civil Engineering Society and Deputy Director of the special Committee of Geotechnical Mechanics, Chinese Society of Mechanics. His research interests include geotechnical constitutive theory, the application of constitutive theory in numerical calculations and geotechnical problems in airports, highways and railways

Innehållsförteckning

1. Introduction2. Elastoplastic constitutive modeling of soils3. Transformed stress method for 3D generalization of constitutive model4. Original UH model: UH model for clay5. Generalized UH model: UH model for clays and sands6. Extended UH model considering temperature effects7. Extended UH model considering time effects8. Extended UH model reflecting small strain behaviour9. Extended UH Model for Unsaturated Soils10. Numerical Implementation and Application of UH Models