Constitutive modeling of geomaterials : principles and applications /: principles and applications. (2012)

• Record Type: Book
• Further Information: Note: Teruo Nakai.
• Other Names: Nakai, Teruo
• Contents: Front Cover; Contents; Preface; List of symbols; Chapter 1 -- Introduction; Chapter 2 -- Fundamentals of conventional elastoplasticity; Chapter 3 -- Modeling of one-dimensional soil behavior; Chapter 4 -- Ordinary modeling of three-dimensional soil behavior; Chapter 5 -- Unified modeling of three-dimensional soil behavior based on the tij concept; Chapter 6 -- Three-dimensional modeling of various soil features based on the tij concept; Chapter 7 -- Conclusions of Part 1; Chapter 8 -- Introduction to numerical and physical modeling; Chapter 9 -- Tunneling. Chapter 10 -- Earth pressure of retaining walls and bearing capacity of foundationsChapter 11 -- Reinforced soils; Chapter 12 -- Localization and shear band development in element tests; Chapter 13 -- Conclusions of Part 2; References; Back Cover.
• Publisher Details: Boca Raton, FL : Taylor & Francis
• Publication Date: 2012
• Extent: 1 online resource
• Subjects: 624.1/5136; Soil mechanics; Soils -- Mathematical models; Foundations; Foundations; Soil mechanics; Soils -- Mathematical models; TECHNOLOGY & ENGINEERING -- Civil -- General; TECHNOLOGY & ENGINEERING -- Civil -- Soil & Rock; Foundations; Soil mechanics; Soils -- Mathematical models; Geoteknik; Jordmekanik; Matematiska modeller; Grundläggning; Electronic books
• Languages: English
• ISBNs: 9780203868843; 0203868846
• Related ISBNs: 9780415557269; 0415557267
• Notes: Note: Includes bibliographical references and index.; Note: Print version record.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.