I. F. Collins, A. T. T. Tai (auth.), Professor Dr.-Ing. Wei Wu, Professor Hai-Sui Yu (eds.)9783540251354, 3540251359, 9783540357247, 3540357246
This book is loaded with rich and stimulating articles by a roster of brilliant scholars, reflecting some recent trends in the frontier research of geomechanics. This collection of 32 contributions stems from an international workshop on “Modern Trends of Geomechanics” held in Vienna. The contributions span a wide range of topics and an enormous range of physical scales, from micromechanics at grain scale to engineering problems at large scale; from laboratory and field testing over constitutive modelling to numerical analysis.
The key features of this book are: thermodynamics, multiphase continua and transport phenomena; constitutive modelling, localized bifurcation, micropolar theory, unsaturated soil, viscous and cyclic behaviour; numerical and analytical methods; discrete element method, micromechanics, grain crushing and damage; laboratory and field testing, foundation and mining engineering.
This book will be rewarding for anyone interested in the frontier research in geomechanics and geotechnical engineering, appealing to graduate students, researchers and engineers alike.
Table of contents :
Front Matter….Pages I-IX
Front Matter….Pages 1-1
Energy Methods for Constitutive Modelling in Geomechanics….Pages 3-15
Physical Background of Hypoplasticity….Pages 17-37
Thermodynamics of Porous Continua….Pages 39-60
Effective Stress Formulation of Unsaturated Soil Mechanics….Pages 61-75
Progress in Binary Medium Modeling of Geological Materials….Pages 77-99
Front Matter….Pages 102-102
Generic Constitutive Ingredients in CSSM Models for Sands….Pages 103-116
State Boundary Surface in Hypoplasticity….Pages 117-128
Modelling of Bonded Soils with Unstable Structure….Pages 129-141
An Evaluation of Different Constitutive Models to Predict the Directional Response of a Reconstituted Fine-Grained Soil….Pages 143-157
Two Elastoplastic Models for Small and Large Strains and Their Use in Engineering Practise….Pages 159-174
Elastic Visco-Plastic Models for the Time-Dependent Stress–Strain Behaviour of Geomaterials….Pages 175-190
Front Matter….Pages 192-192
Micro-Polar Effects under Monotonic and Cyclic Shearing….Pages 193-207
Modeling the Post-localization Regime with Local Second Gradient Models: Non-uniqueness of Solutions and Nonpersistent Shear Bands….Pages 209-221
Confined Compression and Rod Penetration of a Dense Granular Medium: Discrete Element Modelling and Validation….Pages 223-239
Application of Discrete Element Method to Geomechanics….Pages 241-269
The Role of Particle Crushing in Granular Materials….Pages 271-288
Micromechanical Study of Damage and Permeability Variation in Brittle Rocks….Pages 289-300
Front Matter….Pages 302-302
Hydrologically Driven Slope Failure Initiation in Variably Saturated Porous Media….Pages 303-311
A Survey of Some Mathematical Results for Highly Frictional Granular Materials….Pages 313-327
Double-Slip and Spin: Dilatant Shear in a Reduced Cosserat Model….Pages 329-346
Front Matter….Pages 302-302
The Linear Matching Method for Limit and Shakedown Analysis….Pages 347-359
On Recent Analytical Results for Advective Transport in Fluid-Saturated Porous Media….Pages 361-374
Front Matter….Pages 376-376
Unusual Soil Behaviour and its Challenge to Constitutive Modelling….Pages 377-397
Histotropy of Hostun RF Loose Sand….Pages 399-411
Incremental Nonlinearity in Phenomenological and Multiscale Constitutive Relations….Pages 413-426
Long-term Deformations in Soils due to Cyclic Loading….Pages 427-462
On the Factors Affecting the Formation of Shear Band Systems in Non-Cohesive Soils Under Extensional Strain….Pages 463-484
Acceleration Waves in Hypoplasticity – 2D Analysis….Pages 485-500
Front Matter….Pages 502-502
Static and Cyclic Behavior of a Silty Sand According to Tests on Undisturbed Samples….Pages 503-519
The Role of Analysis in Non-Displacement Pile Design….Pages 521-540
Assessment of Uncertainties in Wellbore Stability Analysis….Pages 541-557
Back Matter….Pages 558-558
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