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Constitutive Modeling of Geomaterials: Principles and Applications

Autor Teruo Nakai
en Limba Engleză Paperback – 29 mar 2017
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.
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Specificații

ISBN-13: 9781138073579
ISBN-10: 1138073571
Pagini: 374
Ilustrații: 271; 13 Tables, black and white; 248 Illustrations, black and white
Dimensiuni: 156 x 234 x 20 mm
Greutate: 0.45 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Locul publicării:Boca Raton, United States

Public țintă

Postgraduate and Professional

Cuprins

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.

Notă biografică

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.

Recenzii

"The book is written in an easy-to-read style without frills. The style is typical of Prof. Nakai, namely correct, concise and complete. The line drawings and photos are well proportionated and reproduced with high quality. The access to the stuff is made easy by embarking on the 1D relationship at the beginning of the book, which makes it an excellent text-book for graduate students. However, the book is also highly recommended to experts who wish to brush up their knowledge in constitutive modeling. I enjoyed reading this book for my review and was rewarded with surprising goodies here and there. There are many details to be discovered."
—Acta Geotechnica, 2013


Descriere

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.