Constitutive modeling of geomaterials : principles and applications

著者

    • Nakai, Teruo

書誌事項

Constitutive modeling of geomaterials : principles and applications

Teruo Nakai

CRC Press/Taylor & Francis, c2013

大学図書館所蔵 件 / 全7件

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注記

Includes bibliographical (p. 329-337) references and index

内容説明・目次

内容説明

Winner of the Japanese Geotechnical Society 2016 publication award Written by a veteran geotechnical engineer with a long record of research discoveries, Constitutive Modeling of Geomaterials: Principles and Applications presents a simple and unified approach to modeling various features of geomaterials in general stress systems. The book discusses the fundamentals of the constitutive modeling of soils and illustrates the application of these models to boundary value problems. Helping readers easily understand the fundamentals and modeling of soil behaviors, the author first explains the ideas and formulations for modeling soil features in one-dimensional conditions. He then extends the one-dimensional models to three-dimensional models using the tij concept. The text covers the subloading tij model and other methods that describe density, bonding, time effect, and more. Moving on to the practical application of the constitutive models, the author presents the numerical simulations of typical geotechnical problems (numerical modeling) and the corresponding model tests (physical modeling). Using a framework that leads to a unified set of material parameters, this book shows how to formulate a constitutive model capable of simulating the main features of soil behavior. It not only covers recent methods and models but also uses real test data to prove their reliability.

目次

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.

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