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v 
CONTENTS 
Copyrighted Material 
Preface xi 
CHAPTER 1 INTRODUCTION 1 
1.1 Soil Behavior in Civil and Environmental Engineering 1 
1.2 Scope and Organization 3 
1.3 Getting Started 3 
CHAPTER 2 SOIL FORMATION 5 
2.1 Introduction 5 
2.2 The Earth’s Crust 5 
2.3 Geologic Cycle and Geological Time 6 
2.4 Rock and Mineral Stability 7 
2.5 Weathering 8 
2.6 Origin of Clay Minerals and Clay Genesis 15 
2.7 Soil Profiles and Their Development 16 
2.8 Sediment Erosion, Transport, and Deposition 18 
2.9 Postdepositional Changes in Sediments 25 
2.10 Concluding Comments 32 
Questions and Problems 33 
CHAPTER 3 SOIL MINERALOGY 35 
3.1 Importance of Soil Mineralogy in Geotechnical 
Engineering 35 
3.2 Atomic Structure 38 
3.3 Interatomic Bonding 38 
3.4 Secondary Bonds 39 
3.5 Crystals and Their Properties 40 
3.6 Crystal Notation 42 
3.7 Factors Controlling Crystal Structures 44 
3.8 Silicate Crystals 45 
3.9 Surfaces 45 
3.10 Gravel, Sand, and Silt Particles 48 
3.11 Soil Minerals and Materials Formed by Biogenic and 
Geochemical Processes 49 
3.12 Summary of Nonclay Mineral Characteristics 49 
3.13 Structural Units of the Layer Silicates 49 
3.14 Synthesis Pattern and Classification of the Clay Minerals 52 
3.15 Intersheet and Interlayer Bonding in the Clay Minerals 55 
3.16 The 11 Minerals 56 
3.17 Smectite Minerals 59 
3.18 Micalike Clay Minerals 62 
3.19 Other Clay Minerals 64 
Copyright © 2005 John Wiley  Sons Retrieved from: www.knovel.com
vi CONTENTS 
3.20 Summary of Clay Mineral Characteristics 65 
3.21 Determination of Soil Composition 65 
3.22 X-ray Diffraction Analysis 70 
3.23 Other Methods for Compositional Analysis 74 
3.24 Quantitative Estimation of Soil Components 79 
3.25 Concluding Comments 80 
Questions and Problems 81 
CHAPTER 4 SOIL COMPOSITION AND ENGINEERING PROPERTIES 83 
Copyrighted Material 
4.1 Introduction 83 
4.2 Approaches to the Study of Composition and Property 
Interrelationships 85 
4.3 Engineering Properties of Granular Soils 85 
4.4 Dominating Influence of the Clay Phase 94 
4.5 Atterberg Limits 95 
4.6 Activity 97 
4.7 Influences of Exchangeable Cations and pH 97 
4.8 Engineering Properties of Clay Minerals 98 
4.9 Effects of Organic Matter 104 
4.10 Concluding Comments 105 
Questions and Problems 106 
CHAPTER 5 SOIL FABRIC AND ITS MEASUREMENT 109 
5.1 Introduction 109 
5.2 Definitions of Fabrics and Fabric Elements 110 
5.3 Single-Grain Fabrics 112 
5.4 Contact Force Characterization Using Photoelasticity 119 
5.5 Multigrain Fabrics 121 
5.6 Voids and Their Distribution 122 
5.7 Sample Acquisition and Preparation for Fabric Analysis 123 
5.8 Methods for Fabric Study 127 
5.9 Pore Size Distribution Analysis 135 
5.10 Indirect Methods for Fabric Characterization 137 
5.11 Concluding Comments 140 
Questions and Problems 140 
CHAPTER 6 SOIL–WATER–CHEMICAL INTERACTIONS 143 
6.1 Introduction 143 
6.2 Nature of Ice and Water 144 
6.3 Influence of Dissolved Ions on Water 145 
6.4 Mechanisms of Soil–Water Interaction 146 
6.5 Structure and Properties of Adsorbed Water 146 
6.6 Clay–Water–Electrolyte System 153 
6.7 Ion Distributions in Clay–Water Systems 153 
6.8 Elements of Double-Layer Theory 154 
6.9 Influences of System Variables on the Double Layer 157 
6.10 Limitations of the Gouy–Chapman Diffuse 
Double Layer Model 159 
6.11 Energy and Force of Repulsion 163 
6.12 Long-Range Attraction 164 
6.13 Net Energy of Interaction 164 
6.14 Cation Exchange—General Considerations 165 
6.15 Theories for Ion Exchange 167 
6.16 Soil–Inorganic Chemical Interactions 167 
6.17 Clay–Organic Chemical Interactions 168 
Copyright © 2005 John Wiley  Sons Retrieved from: www.knovel.com
CONTENTS vii 
6.18 Concluding Comments 169 
Questions and Problems 169 
CHAPTER 7 EFFECTIVE, INTERGRANULAR, AND TOTAL STRESS 173 
7.1 Introduction 173 
7.2 Principle of Effective Stress 173 
7.3 Force Distributions in a Particulate System 174 
7.4 Interparticle Forces 174 
7.5 Intergranular Pressure 178 
7.6 Water Pressures and Potentials 180 
7.7 Water Pressure Equilibrium in Soil 181 
7.8 Measurement of Pore Pressures in Soils 183 
7.9 Effective and Intergranular Pressure 184 
7.10 Assessment of Terzaghi’s Equation 185 
7.11 Water–Air Interactions in Soils 188 
7.12 Effective Stress in Unsaturated Soils 190 
7.13 Concluding Comments 193 
Copyrighted Material 
Questions and Problems 193 
CHAPTER 8 SOIL DEPOSITS—THEIR FORMATION, STRUCTURE, 
GEOTECHNICAL PROPERTIES, AND STABILITY 195 
8.1 Introduction 195 
8.2 Structure Development 195 
8.3 Residual Soils 200 
8.4 Surficial Residual Soils and Taxonomy 205 
8.5 Terrestrial Deposits 206 
8.6 Mixed Continental and Marine Deposits 209 
8.7 Marine Deposits 209 
8.8 Chemical and Biological Deposits 212 
8.9 Fabric, Structure, and Property Relationships: General 
Considerations 213 
8.10 Soil Fabric and Property Anisotropy 217 
8.11 Sand Fabric and Liquefaction 223 
8.12 Sensitivity and Its Causes 226 
8.13 Property Interrelationships in Sensitive Clays 235 
8.14 Dispersive Clays 239 
8.15 Slaking 243 
8.16 Collapsing Soils and Swelling Soils 243 
8.17 Hard Soils and Soft Rocks 245 
8.18 Concluding Comments 245 
Questions and Problems 247 
CHAPTER 9 CONDUCTION PHENOMENA 251 
9.1 Introduction 251 
9.2 Flow Laws and Interrelationships 251 
9.3 Hydraulic Conductivity 252 
9.4 Flows Through Unsaturated Soils 262 
9.5 Thermal Conductivity 265 
9.6 Electrical Conductivity 267 
9.7 Diffusion 272 
9.8 Typical Ranges of Flow Parameters 274 
9.9 Simultaneous Flows of Water, Current, and Salts 
Through Soil-Coupled Flows 274 
9.10 Quantification of Coupled Flows 277 
Copyright © 2005 John Wiley  Sons Retrieved from: www.knovel.com
viii CONTENTS 
9.11 Simultaneous Flows of Water, Current, and Chemicals 279 
9.12 Electrokinetic Phenomena 282 
9.13 Transport Coefficients and the Importance of Coupled 
Flows 284 
9.14 Compatibility—Effects of Chemical Flows on Properties 288 
9.15 Electroosmosis 291 
9.16 Electroosmosis Efficiency 294 
9.17 Consolidation by Electroosmosis 298 
9.18 Electrochemical Effects 303 
9.19 Electrokinetic Remediation 305 
9.20 Self-Potentials 305 
9.21 Thermally Driven Moisture Flows 307 
9.22 Ground Freezing 310 
9.23 Concluding Comments 319 
Copyrighted Material 
Questions and Problems 320 
CHAPTER 10 VOLUME CHANGE BEHAVIOR 325 
10.1 Introduction 325 
10.2 General Volume Change Behavior of Soils 325 
10.3 Preconsolidation Pressure 327 
10.4 Factors Controlling Resistance to Volume Change 330 
10.5 Physical Interactions in Volume Change 331 
10.6 Fabric, Structure, and Volume Change 335 
10.7 Osmotic Pressure and Water Adsorption Influences on 
Compression and Swelling 339 
10.8 Influences of Mineralogical Detail in Soil Expansion 345 
10.9 Consolidation 348 
10.10 Secondary Compression 353 
10.11 In Situ Horizontal Stress (K0) 355 
10.12 Temperature–Volume Relationships 359 
10.13 Concluding Comments 365 
Questions and Problems 366 
CHAPTER 11 STRENGTH AND DEFORMATION BEHAVIOR 369 
11.1 Introduction 369 
11.2 General Characteristics of Strength and Deformation 370 
11.3 Fabric, Structure, and Strength 379 
11.4 Friction Between Solid Surfaces 383 
11.5 Frictional Behavior of Minerals 389 
11.6 Physical Interactions Among Particles 393 
11.7 Critical State: A Useful Reference Condition 400 
11.8 Strength Parameters for Sands 404 
11.9 Strength Parameters for Clays 411 
11.10 Behavior After Peak and Strain Localization 415 
11.11 Residual State and Residual Strength 417 
11.12 Intermediate Stress Effects and Anisotropy 422 
11.13 Resistance to Cyclic Loading and Liquefaction 425 
11.14 Strength of Mixed Soils 432 
11.15 Cohesion 436 
11.16 Fracturing of Soils 438 
11.17 Deformation Characteristics 444 
11.18 Linear Elastic Stiffness 447 
11.19 Transition from Elastic to Plastic States 452 
11.20 Plastic Deformation 456 
11.21 Temperature Effects 460 
Copyright © 2005 John Wiley  Sons Retrieved from: www.knovel.com
CONTENTS ix 
11.22 Concluding Comments 462 
Questions and Problems 462 
CHAPTER 12 TIME EFFECTS ON STRENGTH AND DEFORMATION 465 
12.1 Introduction 465 
12.2 General Characteristics 466 
12.3 Time-Dependent Deformation–Structure Interaction 470 
12.4 Soil Deformation as a Rate Process 478 
12.5 Bonding, Effective Stresses, and Strength 481 
12.6 Shearing Resistance as a Rate Process 488 
12.7 Creep and Stress Relaxation 489 
12.8 Rate Effects on Stress–Strain Relationships 497 
12.9 Modeling of Stress–Strain–Time Behavior 503 
12.10 Creep Rupture 508 
12.11 Sand Aging Effects and Their Significance 511 
12.12 Mechanical Processes of Aging 516 
12.13 Chemical Processes of Aging 517 
12.14 Concluding Comments 520 
Material 
Questions and Problems 520 
List of Symbols 523 
References 531 
Copyrighted Index 559 
Copyright © 2005 John Wiley  Sons Retrieved from: www.knovel.com

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  • 1. v CONTENTS Copyrighted Material Preface xi CHAPTER 1 INTRODUCTION 1 1.1 Soil Behavior in Civil and Environmental Engineering 1 1.2 Scope and Organization 3 1.3 Getting Started 3 CHAPTER 2 SOIL FORMATION 5 2.1 Introduction 5 2.2 The Earth’s Crust 5 2.3 Geologic Cycle and Geological Time 6 2.4 Rock and Mineral Stability 7 2.5 Weathering 8 2.6 Origin of Clay Minerals and Clay Genesis 15 2.7 Soil Profiles and Their Development 16 2.8 Sediment Erosion, Transport, and Deposition 18 2.9 Postdepositional Changes in Sediments 25 2.10 Concluding Comments 32 Questions and Problems 33 CHAPTER 3 SOIL MINERALOGY 35 3.1 Importance of Soil Mineralogy in Geotechnical Engineering 35 3.2 Atomic Structure 38 3.3 Interatomic Bonding 38 3.4 Secondary Bonds 39 3.5 Crystals and Their Properties 40 3.6 Crystal Notation 42 3.7 Factors Controlling Crystal Structures 44 3.8 Silicate Crystals 45 3.9 Surfaces 45 3.10 Gravel, Sand, and Silt Particles 48 3.11 Soil Minerals and Materials Formed by Biogenic and Geochemical Processes 49 3.12 Summary of Nonclay Mineral Characteristics 49 3.13 Structural Units of the Layer Silicates 49 3.14 Synthesis Pattern and Classification of the Clay Minerals 52 3.15 Intersheet and Interlayer Bonding in the Clay Minerals 55 3.16 The 11 Minerals 56 3.17 Smectite Minerals 59 3.18 Micalike Clay Minerals 62 3.19 Other Clay Minerals 64 Copyright © 2005 John Wiley Sons Retrieved from: www.knovel.com
  • 2. vi CONTENTS 3.20 Summary of Clay Mineral Characteristics 65 3.21 Determination of Soil Composition 65 3.22 X-ray Diffraction Analysis 70 3.23 Other Methods for Compositional Analysis 74 3.24 Quantitative Estimation of Soil Components 79 3.25 Concluding Comments 80 Questions and Problems 81 CHAPTER 4 SOIL COMPOSITION AND ENGINEERING PROPERTIES 83 Copyrighted Material 4.1 Introduction 83 4.2 Approaches to the Study of Composition and Property Interrelationships 85 4.3 Engineering Properties of Granular Soils 85 4.4 Dominating Influence of the Clay Phase 94 4.5 Atterberg Limits 95 4.6 Activity 97 4.7 Influences of Exchangeable Cations and pH 97 4.8 Engineering Properties of Clay Minerals 98 4.9 Effects of Organic Matter 104 4.10 Concluding Comments 105 Questions and Problems 106 CHAPTER 5 SOIL FABRIC AND ITS MEASUREMENT 109 5.1 Introduction 109 5.2 Definitions of Fabrics and Fabric Elements 110 5.3 Single-Grain Fabrics 112 5.4 Contact Force Characterization Using Photoelasticity 119 5.5 Multigrain Fabrics 121 5.6 Voids and Their Distribution 122 5.7 Sample Acquisition and Preparation for Fabric Analysis 123 5.8 Methods for Fabric Study 127 5.9 Pore Size Distribution Analysis 135 5.10 Indirect Methods for Fabric Characterization 137 5.11 Concluding Comments 140 Questions and Problems 140 CHAPTER 6 SOIL–WATER–CHEMICAL INTERACTIONS 143 6.1 Introduction 143 6.2 Nature of Ice and Water 144 6.3 Influence of Dissolved Ions on Water 145 6.4 Mechanisms of Soil–Water Interaction 146 6.5 Structure and Properties of Adsorbed Water 146 6.6 Clay–Water–Electrolyte System 153 6.7 Ion Distributions in Clay–Water Systems 153 6.8 Elements of Double-Layer Theory 154 6.9 Influences of System Variables on the Double Layer 157 6.10 Limitations of the Gouy–Chapman Diffuse Double Layer Model 159 6.11 Energy and Force of Repulsion 163 6.12 Long-Range Attraction 164 6.13 Net Energy of Interaction 164 6.14 Cation Exchange—General Considerations 165 6.15 Theories for Ion Exchange 167 6.16 Soil–Inorganic Chemical Interactions 167 6.17 Clay–Organic Chemical Interactions 168 Copyright © 2005 John Wiley Sons Retrieved from: www.knovel.com
  • 3. CONTENTS vii 6.18 Concluding Comments 169 Questions and Problems 169 CHAPTER 7 EFFECTIVE, INTERGRANULAR, AND TOTAL STRESS 173 7.1 Introduction 173 7.2 Principle of Effective Stress 173 7.3 Force Distributions in a Particulate System 174 7.4 Interparticle Forces 174 7.5 Intergranular Pressure 178 7.6 Water Pressures and Potentials 180 7.7 Water Pressure Equilibrium in Soil 181 7.8 Measurement of Pore Pressures in Soils 183 7.9 Effective and Intergranular Pressure 184 7.10 Assessment of Terzaghi’s Equation 185 7.11 Water–Air Interactions in Soils 188 7.12 Effective Stress in Unsaturated Soils 190 7.13 Concluding Comments 193 Copyrighted Material Questions and Problems 193 CHAPTER 8 SOIL DEPOSITS—THEIR FORMATION, STRUCTURE, GEOTECHNICAL PROPERTIES, AND STABILITY 195 8.1 Introduction 195 8.2 Structure Development 195 8.3 Residual Soils 200 8.4 Surficial Residual Soils and Taxonomy 205 8.5 Terrestrial Deposits 206 8.6 Mixed Continental and Marine Deposits 209 8.7 Marine Deposits 209 8.8 Chemical and Biological Deposits 212 8.9 Fabric, Structure, and Property Relationships: General Considerations 213 8.10 Soil Fabric and Property Anisotropy 217 8.11 Sand Fabric and Liquefaction 223 8.12 Sensitivity and Its Causes 226 8.13 Property Interrelationships in Sensitive Clays 235 8.14 Dispersive Clays 239 8.15 Slaking 243 8.16 Collapsing Soils and Swelling Soils 243 8.17 Hard Soils and Soft Rocks 245 8.18 Concluding Comments 245 Questions and Problems 247 CHAPTER 9 CONDUCTION PHENOMENA 251 9.1 Introduction 251 9.2 Flow Laws and Interrelationships 251 9.3 Hydraulic Conductivity 252 9.4 Flows Through Unsaturated Soils 262 9.5 Thermal Conductivity 265 9.6 Electrical Conductivity 267 9.7 Diffusion 272 9.8 Typical Ranges of Flow Parameters 274 9.9 Simultaneous Flows of Water, Current, and Salts Through Soil-Coupled Flows 274 9.10 Quantification of Coupled Flows 277 Copyright © 2005 John Wiley Sons Retrieved from: www.knovel.com
  • 4. viii CONTENTS 9.11 Simultaneous Flows of Water, Current, and Chemicals 279 9.12 Electrokinetic Phenomena 282 9.13 Transport Coefficients and the Importance of Coupled Flows 284 9.14 Compatibility—Effects of Chemical Flows on Properties 288 9.15 Electroosmosis 291 9.16 Electroosmosis Efficiency 294 9.17 Consolidation by Electroosmosis 298 9.18 Electrochemical Effects 303 9.19 Electrokinetic Remediation 305 9.20 Self-Potentials 305 9.21 Thermally Driven Moisture Flows 307 9.22 Ground Freezing 310 9.23 Concluding Comments 319 Copyrighted Material Questions and Problems 320 CHAPTER 10 VOLUME CHANGE BEHAVIOR 325 10.1 Introduction 325 10.2 General Volume Change Behavior of Soils 325 10.3 Preconsolidation Pressure 327 10.4 Factors Controlling Resistance to Volume Change 330 10.5 Physical Interactions in Volume Change 331 10.6 Fabric, Structure, and Volume Change 335 10.7 Osmotic Pressure and Water Adsorption Influences on Compression and Swelling 339 10.8 Influences of Mineralogical Detail in Soil Expansion 345 10.9 Consolidation 348 10.10 Secondary Compression 353 10.11 In Situ Horizontal Stress (K0) 355 10.12 Temperature–Volume Relationships 359 10.13 Concluding Comments 365 Questions and Problems 366 CHAPTER 11 STRENGTH AND DEFORMATION BEHAVIOR 369 11.1 Introduction 369 11.2 General Characteristics of Strength and Deformation 370 11.3 Fabric, Structure, and Strength 379 11.4 Friction Between Solid Surfaces 383 11.5 Frictional Behavior of Minerals 389 11.6 Physical Interactions Among Particles 393 11.7 Critical State: A Useful Reference Condition 400 11.8 Strength Parameters for Sands 404 11.9 Strength Parameters for Clays 411 11.10 Behavior After Peak and Strain Localization 415 11.11 Residual State and Residual Strength 417 11.12 Intermediate Stress Effects and Anisotropy 422 11.13 Resistance to Cyclic Loading and Liquefaction 425 11.14 Strength of Mixed Soils 432 11.15 Cohesion 436 11.16 Fracturing of Soils 438 11.17 Deformation Characteristics 444 11.18 Linear Elastic Stiffness 447 11.19 Transition from Elastic to Plastic States 452 11.20 Plastic Deformation 456 11.21 Temperature Effects 460 Copyright © 2005 John Wiley Sons Retrieved from: www.knovel.com
  • 5. CONTENTS ix 11.22 Concluding Comments 462 Questions and Problems 462 CHAPTER 12 TIME EFFECTS ON STRENGTH AND DEFORMATION 465 12.1 Introduction 465 12.2 General Characteristics 466 12.3 Time-Dependent Deformation–Structure Interaction 470 12.4 Soil Deformation as a Rate Process 478 12.5 Bonding, Effective Stresses, and Strength 481 12.6 Shearing Resistance as a Rate Process 488 12.7 Creep and Stress Relaxation 489 12.8 Rate Effects on Stress–Strain Relationships 497 12.9 Modeling of Stress–Strain–Time Behavior 503 12.10 Creep Rupture 508 12.11 Sand Aging Effects and Their Significance 511 12.12 Mechanical Processes of Aging 516 12.13 Chemical Processes of Aging 517 12.14 Concluding Comments 520 Material Questions and Problems 520 List of Symbols 523 References 531 Copyrighted Index 559 Copyright © 2005 John Wiley Sons Retrieved from: www.knovel.com