Teruo Nakai

Constitutive Modeling of Geomaterials (eBook, ePUB)

Principles and Applications

• Format: ePub

Produktbeschreibung

Written by a seasoned geotechnical engineer, this book, a winner of the Japanese Geotechnical Society 2016 publication award, presents a simple and unified approach to modeling various features of geomaterials in general stress systems. It not only covers recent methods and models but also uses real test data to prove their reliability. The author first explains the ideas and formulations for modeling soil features in one-dimensional conditions and then extends the one-dimensional models to three-dimensional ones using the tij concept. He also illustrates the numerical simulations of typical geotechnical problems and the corresponding model tests.

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Produktdetails

• Verlag: Taylor & Francis
• Seitenzahl: 374
• Erscheinungstermin: 23. Juli 2012
• Englisch
• ISBN-13: 9781135247676
• Artikelnr.: 62198358

Autorenporträt

Teruo Nakai is a professor at the Nagoya Institute of Technology. He has received several honors, including Best Research Paper Awards from the Japanese Geotechnical Society. He earned a Ph.D. from Kyoto University. His research interests include the testing of geomaterials and their constitutive modeling in general stress systems as well as the application of constitutive models to boundary value problems, such as tunneling, braced excavation, bearing capacity of various foundations, and reinforced soils.

Inhaltsangabe

Introduction. MODELING OF GEOMATERIALS: Fundamentals of Conventional
Elastoplasticity. Modeling of One-Dimensional Soil Behavior. Ordinary
Modeling of Three-Dimensional Soil Behavior. Unified Modeling of
Three-Dimensional Soil Behavior Based on the tij Concept. Three-Dimensional
Modeling of Various Soil Features Based on the tij Concept. Conclusions of
Part 1. NUMERICAL AND PHYSICAL MODELING OF GEOTECHNICAL PROBLEMS:
Introduction to Numerical and Physical Modeling. Tunneling. Earth Pressure
of Retaining Walls and Bearing Capacity of Foundations. Reinforced Soils.
Localization and Shear Band Development in Element Tests. Conclusions of
Part 2. References. Index.