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Full Description
An Introduction to Geotechnical Engineering, 2/e is a descriptive, elementary introduction to geotechnical engineering - with applications to civil engineering practice.
Contents
Chapter 1 Introduction to Geotechnical Engineering1.1 Geotechnical Engineering1.2 The Unique Nature of Soil and Rock Materials1.3 Scope of This Book1.4 Historical Development of Geotechnical Engineering1.5 Suggested Approach to the Study of Geotechnical Engineering1.6 Notes on Symbols and Units 1.7 Some Comments on How to Study in GeneralProblemsChapter 2 Index and Classification Properties of Soils2.1 Introduction2.2 Basic Definitions and Phase Relations for Soils2.3 Solution of Phase Problems2.3.1 Submerged or Buoyant Density2.3.2 Unit Weight and Specific Gravity 2.4 Soil Texture2.5 Grain Size and Grain Size Distribution2.6 Particle Shape2.7 Atterberg Limits 2.7.1 Cone Liquid Limit2.7.2 One Point Liquid Limit Test2.7.3 Additional Comments on the Atterberg Limits2.8 Introduction To Soil Classification2.9 Unified Soil Classification System (USCS)2.9.1 Visual-Manual Classification of Soils2.9.2 What Else Can We Get From The LI-PI Chart?2.9.3 Limitations of the USCS2.10 AASHTO Soil Classification SystemProblemsChapter 3 Geology, Landforms, and the Origin of Geo-Materials 3.1 Importance of Geology to Geotechnical Engineering3.1.1 Geology 3.1.2 Geomorphology 3.1.3 Engineering Geology3.2 The Earth, Minerals, Rocks, and Rock Structure 3.2.1 The Earth 3.2.2 Minerals 3.2.3. Rocks 3.2.4. Rock Structure 3.3 Geologic Processes and Landforms 3.3.1 Geologic Processes and the Origin of Earthen Materials3.3.2 Weathering 3.3.3. Gravity Processes3.3.4. Surface Water Processes 3.3.5 Ice Processes and Glaciation 3.3.6 Wind Processes 3.3.7 Volcanic Processes 3.3.8 Groundwater Processes 3.3.9 Tectonic Processes 3.3.10 Plutonic Processes3.4 Sources of Geologic Information Problems Chapter 4 Clay Minerals, Soil and Rock Structures, and Rock Classification4.1Introduction 4.2 Products of Weathering4.3 Clay Minerals4.3.1 The 1:1 Clay Minerals 4.3.2 The 2:1 Clay Minerals4.3.3 Other Clay Minerals4.4 Identification of Clay Minerals And Activity4.5 Specific Surface 4.6 Interaction between Water and Clay Minerals4.6.1 Hydration of Clay Minerals and the Diffuse Double Layer4.6.2 Exchangeable Cations and Cation Exchange Capacity (CEC)4.7 Interaction of Clay Particles4.8 Soil Structure and Fabric of Fine Grained Soils4.8.1 Fabrics of Fine Grained Soils4.8.2 Importance of Microfabric and Macrofabric; Description Criteria4.9 Granular Soil Fabrics4.10 Soil Profiles, Soil Horizons, and Soil Taxonomy4.11 Special Soil Deposits 4.11.1 Organic soils, peats, and muskeg 4.11.2 Marine Soils 4.11.3 Waste Materials and Contaminated Sites4.12 Transitional Materials: Hard Soils vs. Soft Rocks4.13 Properties, Macrostructure, and Classification of Rock Masses4.13.1 Properties of Rock Masses4.13.2 Discontinuities in Rock4.13.3 Rock Mass Classification SystemsProblemsChapter 5 Compaction and Stabilization of Soils 5.1 Introduction5.2 Compaction and Densification5.3 Theory of Compaction for Fine-Grained Soils5.3.1 Process of Compaction5.3.2 Typical Values; Degree of Saturation 5.3.3 Effect of Soil Type and Method of Compaction5.4 Structure of Compacted Fine-Grained Soils5.5 Compaction of Granular Soils5.5.1 Relative or Index Density5.5.2 Densification of Granular Deposits. 5.5.3 Rock Fills 5.6 Field Compaction Equipment and Procedures5.6.1 Compaction of Fine-Grained Soils5.6.2 Compaction of Granular Materials5.6.3 Compaction Equipment Summary5.6.4 Compaction of Rockfill5.7 Specifications and Compaction Control 5.7.1 Specifications5.7.2 Compaction Control Tests5.7.3 Problems with Compaction Control Tests 5.7.4 Most Efficient Compaction5.7.5Overcompaction5.7.6 Rockfill QA/QC5.7.7 Compaction in Trenches5.8 Estimating Performance of Compacted SoilsProblemsChapter 6 Hydrostatic Water in Soils and Rocks6.1 Introduction6.2 Capillarity6.2.1 Capillary Rise and Capillary Pressures in Soils6.2.2 Measurement of Capillarity; Soil-Water Characteristic Curve 6.2.3 Other Capillary Phenomena6.3 Groundwater Table and the Vadose Zone 6.3.1 Definition6.3.2 Field Determination 6.4 Shrinkage Phenomena in Soils6.4.1 Capillary Tube Analogy6.4.2 Shrinkage Limit Test6.4.3 Shrinkage Properties of Compacted Clays6.5 Expansive Soils and Rocks6.5.1 Physical-Chemical Aspects 6.5.2 Identification and Prediction 6.5.3 Expansive Properties of Compacted Clays 6.5.4 Swelling Rocks6.6 Engineering Significance of Shrinkage and Swelling6.7 Collapsible Soils and Subsidence 6.8 Frost Action6.8.1 Terminology, Conditions, and Mechanisms of Frost Action6.8.2 Prediction and Identification of Frost Susceptible Soils6.8.3 Engineering Significance of Frozen Ground 6.9 Intergranular or Effective Stress6.10 Vertical Stress Profiles 6.11 Relationship between Horizontal and Vertical StressesProblemsChapter 7 Fluid Flow in Soils and Rock 7.1 Introduction7.2 Fundamentals of Fluid Flow7.3 Darcy's Law for Flow through Porous Media7.4 Measurement of Permeability or Hydraulic Conductivity7.4.1 Laboratory and Field Hydraulic Conductivity Tests7.4.2 Factors Affecting Laboratory and Field Determination of K 7.4.3 Empirical Relationships and Typical Values of K 7.5 Heads and One-Dimensional Flow7.6 Seepage Forces, Quicksand, and Liquefaction7.6.1 Seepage Forces, Critical Gradient, and Quicksand7.6.2 Quicksand Tank7.6.3 Liquefaction7.7 Seepage and Flow Nets: Two-Dimensional Flow7.7.1 Flow Nets7.7.2 Quantity of Flow, Uplift Pressures, and Exit Gradients7.7.3 Other Solutions to Seepage Problems7.7.4 Anisotropic and Layered Flow7.8 Seepage towards Wells7.9 Seepage through Dams and Embankments 7.10 Control of Seepage and Filters7.10.1 Basic Filtration Principles 7.10.2 Design of Graded Granular Filters7.10.3 Geotextile Filter Design Concepts7.10.4 FHWA Filter Design ProcedureProblems Chapter 8 Compressibility of Soil and Rock8.1 Introduction8.2 Components of Settlement8.3 Compressibility of Soils8.4 One-Dimensional Consolidation Testing8.5 Preconsolidation Pressure and Stress History8.5.1 Normal Consolidation, Overconsolidation, and Preconsolidation Pressure8.5.2 Determining the Preconsolidation Pressure8.5.3 Stress History and Preconsolidation Pressure8.6 Consolidation Behavior of Natural and Compacted Soils8.7 Settlement Calculations8.7.1 Consolidation Settlement of Normally Consolidated Soils8.7.2 Consolidation Settlement of Overconsolidated Soils8.7.3 Determining Cr and Cre8.8 Tangent Modulus Method8.9 Factors Affecting the Determination of scP8.10 Prediction of Field Consolidation Curves8.11 Soil Profiles8.12 Approximate Methods and Typical Values of Compression Indices8.13 Compressibility of Rock and Transitional Materials8.14 In Situ Determination f CompressibilityProblemsChapter 9 Time Rate of Consolidation9.1 Introduction9.2 The Consolidation Process9.3 Terzaghi's One-Dimensional Consolidation Theory9.3.1 Classic Solution for the Terzaghi Consolidation Equation9.3.2 Finite Difference Solution for the Terzaghi Consolidation Equation9.4 Determination of the Coefficient of Consolidation Cv9.4.1 Casagrande's Logarithm of Time Fitting Method9.4.2 Taylor's Square Root of Time Fitting Method9.5 Determination of the Coefficient Of Permeability 9.6 Typical Values of the Coefficient Of Consolidation, Cv9.7 In Situ Determination of Consolidation Properties9.8 Evaluation of Secondary SettlementProblemsChapter 10 Stress Distribution and Settlement Analysis10.1 Introduction10.2 Settlement Analysis of Shallow Foundations 10.2.1 Components of Settlement10.2.2 Steps in Settlement Analysis10.3 Stress Distribution 10.4 Immediate Settlement 10.5 Vertical Effective Overburden and Preconsolidation Stress Profiles 10.6 Settlement Analysis ExamplesProblemsChapter 11 The Mohr Circle, Failure Theories, and Strength Testing of Soil And Rocks11.1 Introduction11.2 Stress at a Point11.3 Stress-Strain Relationships and Failure Criteria11.4 The Mohr-Coulomb Failure Criterion11.4.1 Mohr Failure Theory11.4.2 Mohr-Coulomb Failure Criterion 11.4.3 Obliquity Relations11.4.4 Failure Criteria for Rock11.5 Laboratory Tests for the Shear Strength of Soils and Rocks11.5.1 Direct Shear Test11.5.2 Triaxial Test11.5.3 Special Laboratory Soils Tests11.5.4 Laboratory Tests for Rock Strength 11.6 In Situ Tests for the Shear Strength of Soils and Rocks11.6.1 Insitu Tests for Shear Strength of Soils11.6.2 Field Tests for Modulus and Strength of Rocks ProblemsChapter 12 An Introduction to Shear Strength of Soils and Rock 12.1 Introduction 12.2 Angle of Repose of Sands 12.3 Behavior of Saturated Sands during Drained Shear 12.4 Effect of Void Ratio and Confining Pressure on Volume Change 12.5 Factors that Affect the Shear Strength of Sands 12.6 Shear Strength of Sands Using In Situ Tests 12.6.1 SPT 12.6.2 CPT 12.6.3 DMT12.7 The Coefficient of Earth Pressure at Rest for Sands 12.8 Behavior of Saturated Cohesive Soils during Shear 12.9 Consolidated-Drained Stress-Deformation and Strength Characteristics 12.9.1 Consolidated-Drained (CD) Test Behavior12.9.2 Typical Values of Drained Strength Parameters for Saturated 12.9.3 Use of CD Strength in Engineering Practice12.10 Consolidated-Undrained Stress-Deformation and Strength Characteristics12.10.1 Consolidated-Undrained (CU) Test Behavior12.10.2 Typical Value of the Undrained Strength Parameters12.10.3 Use of CU Strength In Engineering Practice12.11 Unconsolidated-Undrained Stress-Deformation and Strength Characteristics 12.11.1 Unconsolidated-Undrained (UU) Test Behavior12.11.2 Unconfined Compression Test12.11.3 Typical Values of UU and UCC Strengths12.11.4 Other Ways to Determine the Undrained Shear Strength 12.11.5 Use of UU Strength in Engineering Practice12.12 Sensitivity 12.13 The Coefficient of Earth Pressure at Rest for Clays 12.14 Strength of Compacted Clays 12.15 Strength of Rocks and Transitional Materials 12.16 Multistage Testing 12.17 Introduction to Pore Pressure Parameters ProblemsChapter 13 Advanced Topics in Shear Strength of Soils and Rocks13.1 Introduction 13.2 Stress Paths 13.3 Pore Pressure Parameters for Different Stress Paths 13.4 Stress Paths during Undrained Loading - Normally and Lightly Overconsolidated Clays 13.5 Stress Paths during Undrained Loading - Heavily Overconsolidated Clays 13.6 Applications of Stress Paths to Engineering Practice 13.7 Critical State Soil Mechanics 13.8 Modulus and Constitutive Models for Soils 13.8.1 Modulus of Soils 13.8.2 Constitutive Relations 13.8.3 Soil Constitutive Modeling 13.8.4 Failure Criteria for Soils 13.8.5 Classes of Constitutive Models for Soils13.8.6 The Hyperbolic (Duncan-Chang) Model13.9 Fundamental Basis of the Drained Strength of Sands 13.9.1 Basics of Frictional Shear Strength13.9.2 Stress-Dilatancy and Energy Corrections 13.9.3 Curvature of the Mohr Failure Envelope13.10 Behavior of Saturated Sands in Undrained Shear 13.10.1 Consolidated-Undrained Behavior13.10.2 Using CD Tests to Predict CU Results13.10.3 Unconsolidated-Undrained Behavior13.10.4 Strain Rate Effects in Sands 13.11Plane Strain Behavior of Sands 13.12 Residual Strength of Soils 13.12.1 Drained Residual Shear Strength of Clays13.12.2 Residual Shear Strength of Sands13.13 Stress-Deformation and Shear Strength of Clays: Special Topics 13.13.1 Definition of Failure in CU Effective Stress Tests13.13.2 Hvorslev Strength Parameters 13.13.3 The tF/scVo Ratio, Stress History, and Jurgenson-Rutledge Hypothesis 13.13.4 Consolidation Methods to Overcome Sample Disturbance 13.13.5 Anisotropy13.13.6 Plane Strain Strength of Clays13.13.7 Strain Rate Effects 13.14 Strength of Unsaturated Soils 13.14.1Matric Suction in Unsaturated Soils13.14.2 The Soil-Water Characteristic Curve 13.14.3 The Mohr-Coulomb Failure Envelope for Unsaturated Soils13.14.4 Shear Strength Measurement in Unsaturated Soils13.15 Properties of Soils under Dynamic Loading13.15.1 Stress-Strain Response of Cyclically Loaded Soils13.15.2 Measurement of Dynamic Soil Properties13.15.3 Empirical Estimates of Gmax, Modulus Reduction, and Damping13.15.4 Strength of Dynamically Loaded Soils13.16 Failure Theories for Rock Problems
