Introduction to Hypoplasticity : Advances in Geotechnical Engineering and Tunnelling 1 /: Advances in Geotechnical Engineering and Tunnelling 1. (2014)
- Record Type:
- Book
- Title:
- Introduction to Hypoplasticity : Advances in Geotechnical Engineering and Tunnelling 1 /: Advances in Geotechnical Engineering and Tunnelling 1. (2014)
- Main Title:
- Introduction to Hypoplasticity : Advances in Geotechnical Engineering and Tunnelling 1
- Further Information:
- Note: D. Kolymbas.
- Authors:
- Kolymbas, D
- Contents:
- Cover; Half Title; Title Page; Copyright Page; Table of Contents; Foreword of the Editor; 1: Simple questions and answers; 1.1 What is a constitutive equation?; 1.2 What for is a constitutive equation useful?; 1.3 What is elasticity'?; 1.4 Why is the theory of elasticity inappropriate to describe the behaviour of soil?; 1.5 How can we describe anelastic (i.e. irreversible) deformations?; 1.6 What is elastoplasticity?; 1.7 What is hypoplasticity?; 1.8 What are the advantages of hypoplasticity?; 1.9 What does the hypoplastic constitutive equation? 1.10 Why are there several versions of hypoplastic equations?1.11 What is the range of validity of hypoplasticity?; 2: Experimental results on soil behaviour; 2.1 Triaxial test; 2.1.1 Barotropy and pyknotropy; 2.1.2 Critical state; 2.1.3 Unloading; 2.1.4 Homogeneity of deformation; 2.1.5 Behaviour of undrained samples; 2.1.6 The true triaxial test; 2.2 Oedometric test; 3: Fundamentals of Continuum Mechanics; 3.1 Deformation; 3.2 Stretching; 3.3 Simple shear; 3.4 Cauchy stress; 3.5 Change in observer; 3.6 Objectivity, objective time rates; 3.7 General constitutive equation 3.8 Principle of macrodeterminism3.9 Internal constraints; 3.10 Effective stress; 3.11 Isotropy groups; 3.12 Rate dependence; 4: Hypoplasticity; 4.1 Rate equations; 4.2 Incremental non-linearity; 4.3 Homogeneity in stress; 4.4 Hypoelasticity; 4.5 Elastoplasticity; 4.6 Hypoplasticity; 4.7 Response envelopes; 4.8 Numerical simulation of element tests; 4.9 Calibration;Cover; Half Title; Title Page; Copyright Page; Table of Contents; Foreword of the Editor; 1: Simple questions and answers; 1.1 What is a constitutive equation?; 1.2 What for is a constitutive equation useful?; 1.3 What is elasticity'?; 1.4 Why is the theory of elasticity inappropriate to describe the behaviour of soil?; 1.5 How can we describe anelastic (i.e. irreversible) deformations?; 1.6 What is elastoplasticity?; 1.7 What is hypoplasticity?; 1.8 What are the advantages of hypoplasticity?; 1.9 What does the hypoplastic constitutive equation? 1.10 Why are there several versions of hypoplastic equations?1.11 What is the range of validity of hypoplasticity?; 2: Experimental results on soil behaviour; 2.1 Triaxial test; 2.1.1 Barotropy and pyknotropy; 2.1.2 Critical state; 2.1.3 Unloading; 2.1.4 Homogeneity of deformation; 2.1.5 Behaviour of undrained samples; 2.1.6 The true triaxial test; 2.2 Oedometric test; 3: Fundamentals of Continuum Mechanics; 3.1 Deformation; 3.2 Stretching; 3.3 Simple shear; 3.4 Cauchy stress; 3.5 Change in observer; 3.6 Objectivity, objective time rates; 3.7 General constitutive equation 3.8 Principle of macrodeterminism3.9 Internal constraints; 3.10 Effective stress; 3.11 Isotropy groups; 3.12 Rate dependence; 4: Hypoplasticity; 4.1 Rate equations; 4.2 Incremental non-linearity; 4.3 Homogeneity in stress; 4.4 Hypoelasticity; 4.5 Elastoplasticity; 4.6 Hypoplasticity; 4.7 Response envelopes; 4.8 Numerical simulation of element tests; 4.9 Calibration; 4.10 Dilatancy and pore pressure; 4.11 Cyclic loading, ratcheting, shake-down; 4.12 Development of hypoplastic equations -- a review; 4.13 Relation of hypoplasticity to other theories; 4.14 FEM-implementations of hypoplasticity 4.15 Initial stress5: Uniqueness and limit loads; 5.1 Limit states; 5.2 Invertibility and controllability; 5.3 Softening; 5.4 Shear Bands; 5.5 Bifurcation modes for 2D and 3D problems; 5.5.1 Formulation with finite elements; 5.5.2 Bifurcation modes; 6: Exercises; References; Index … (more)
- Publisher Details:
- Boca Raton, FL : CRC Press
- Publication Date:
- 2014
- Extent:
- 1 online resource
- Subjects:
- 620.43
Tunnelling
Underground construction
Underground construction
Electronic books - Languages:
- English
- ISBNs:
- 9781482283785
1482283786 - 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.
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- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD.DS.283557
- Ingest File:
- 01_190.xml