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| Geotechnical Engineering -- A Historical Perspective | |
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| Geotechnical Engineering Prior to the 18th Century | |
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| Pre-Classical Period of Soil Mechanics (1700-1776) | |
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| Classical Soil Mechanics--Phase I (1776-1856) | |
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| Classical Soil Mechanics--Phase II (1856-1910) | |
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| Modern Soil Mechanics | |
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| Geotechnical Engineering After 1927, End of an Era | |
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| Origin Of Soil And Grain Size | |
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| Rock Cycle and the Origin of Soil | |
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| Soil-Particle Size | |
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| Clay Minerals | |
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| Specific Gravity (Gs) | |
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| Mechanical Analysis of Soil | |
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| Particle-Size Distribution Curve | |
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| Particle Shape | |
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| Weight-Volume Relationships | |
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| Weight-Volume Relationships | |
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| Relationships Among Unit Weight | |
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| Void Ratio, Moisture Content, and Specific Gravity | |
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| Relationships among Unit Weight, Porosity, and Moisture Content | |
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| Various Unit-Weight Relationships | |
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| Relative Density | |
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| Comments on emax and emin | |
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| Plasticity And Structure Of Soil | |
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| Introduction | |
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| Liquid Limit (LL) | |
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| Plastic Limit (PL) | |
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| Shrinkage Limit (SL) | |
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| Liquidity Index and Consistency Index | |
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| Activity | |
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| Plasticity Chart | |
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| Soil Structure | |
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| Classification Of Soil | |
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| Textural Classification | |
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| Classification by Engineering behavior | |
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| AASHTO Classification System | |
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| Unified Soil Classification System | |
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| Summary and Comparison between the AASHTO and Unified Systems | |
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| Soil Compaction | |
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| Compaction--General Principles | |
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| Standard Proctor TeSt. Factors Affecting Compaction | |
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| Modified Proctor TeSt. Structure of Compacted Clay Soil | |
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| Effect of Compaction on Cohesive Soil Properties | |
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| Field Compaction | |
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| Specifications for Field Compaction | |
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| Determination of Field Unit Weight of Compaction | |
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| Compaction of Organic Soil and Waste Materials | |
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| Special Compaction Techniques | |
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| Permeability | |
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| Bernoulli's Equation | |
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| Darcy's Law | |
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| Hydraulic Conductivity | |
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| Laboratory Determination of Hydraulic Conductivity | |
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| Relationships for Hydraulic Conductivity--Granular Soil | |
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| Relationships for Hydraulic Conductivity--Cohesive Soils | |
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| Directional Variation of Permeability | |
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| Equivalent Hydraulic Conductivity in Stratified Soil | |
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| Permeability Test in the Field by Pumping from Wells | |
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| In Situ Hydraulic Conductivity of Compacted Clay Soils | |
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| Seepage | |
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| Laplace's Equation of Continuity | |
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| Continuity Equation for Solution of Simple Flow Problems | |
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| Flow Nets. | |
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| Seepage Calculation from a Flow Net | |
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| Flow Nets in Anisotropic Soils | |
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| Mathematical Solution for Seepage | |
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| Uplift Pressure Under Hydraulic Structures | |
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| Seepage Through an Earth Dam on an Impervious Base | |
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| L. Casagrande's Solution for Seepage through an Earth Dam | |
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| Filter Design | |
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| _In Situ_ Stresses | |
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| Stresses in Saturated Soil without Seepage | |
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| Stresses in Saturated Soil with Upward Seepage | |
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| Stresses in Saturated Soil with Downward Seepage | |
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| Seepage Force | |
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| Heaving in Soil Due to Flow Around Sheet Piles | |
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| Use of Filters to Increase the Factor of Safety Against Heave | |
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| Effective Stress in Partially Saturated Soil | |
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| Capillary Rise in Soils | |
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| Effective Stress in the Zone of Capillary Rise | |
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| Stresses In A Soil Mass | |
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| Normal and Shear Stresses on a Plane | |
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| The Pole Method of Finding Stresses Along a Plane | |
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| Stresses Caused by a Point Load | |
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| Vertical Stress Caused by a Line Load | |
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| Vertical Stress Caused by a Horizontal Line Load | |
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| Vertical Stress Caused by a Strip Load (Finite Width and Infinite Length) | |
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| Vertical Stress Due to Embankment Loading | |
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| Vertical Stress Below the Center of a Uniformly Loaded Circular Area | |
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| Vertical Stress at Any Point Below a Uniformly Loaded Circular Area | |
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| Vertical Stress Caused by a Rectangularly Loaded Area | |
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| Stress Isobars | |
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| Influence Chart for Vertical Pressure | |
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| Compressibility Of Soil | |
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| Contact Pressure and Settlement Profile | |
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| Relations for Elastic Settlement Calculation | |
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| Fundamentals of Consolidation | |
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| One-Dimensional Laboratory Consolidation TeSt. Void Ratio-Pressure Plots | |
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| Normally Consolidated and Overconsolidated Clays | |
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| Effect of Disturbance on Void Ratio-Pressure Relationship | |
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| Calculation of Settlement from One-Dimensional Primary Consolidation | |
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| Compression Index (Cc) | |
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| Swell Index (Cs) | |
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| Secondary Consolidation Settlement | |
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| Time Rate of Consolidation | |
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| Coefficient of Consolidation | |
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| Calculation of Consolidation Settlement Under a Foundation | |
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| A Case History--Settlement Due to a Preload Fill for Construction of Tampa VA Hospital | |
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| Method of Accelerating Consolidation Settlement | |
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| Precompression | |
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| Shear Strength Of Soils | |
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| Mohr-Coulomb Failure Criterion | |
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| Inclination of the Plane of Failure Caused by Shear | |
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| Laboratory Tests for Determination of Shear Strength Parameters | |
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| Direct Shear TeSt. Drained Direct Shear Test on Saturated Sand and Clay | |
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| General Comments on Direct Shear TeSt. Triaxial Shear Test--General | |
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| Consolidated-Drained Triaxial TeSt. Consolidated-Undrained Triaxial TeSt. Unconsolidated-Undrained Triaxial TeSt. Unconfined Compression Test on Saturated Clay | |
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| Empirical Relationships Between Undrained Cohesion and Effective Overburden Pressure | |
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| Sensitivity and Thixotropy of Clay | |
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| Strength Anisotropy in Clay | |
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| Vane Shear TeSt. Other Methods for Determining Undrained Shear Strength | |
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| Shear Strength of Unsaturated Cohesive Soils | |
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| Stress Path | |
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| Lateral Earth Pressure: At-Rest, Rankine And Coulomb | |
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| At-Rest, Active, and Passive Pressures | |
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| Earth Pressure At-ReSt. Earth Pressure At-Rest for Partially Submerged Soil | |
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| Rankine's Theory of Active Pressure | |
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| Theory of Rankine's Passive Pressure | |
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| Yielding of Wall of Limited Height | |
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| A Generalized Case for Rankine Active and Passive Pressures--Granular Backfill | |
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| Diagrams for Lateral Earth-Pressure Distribution Against Retaining Walls | |
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| Rankine's Pressure for c -f | |
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| Soil--Inclined Backfill | |
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| Coulomb's Active Pressure | |
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| Graphic Solution for Coulomb's Active Earth Pressure | |
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| Coulomb's Passive Pressure | |
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| Active Force on Retaining Walls with Earthquake Forces | |
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| Common Types of Retaining Walls in the Field | |
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| Lateral Earth Pressure:Curved Failure Surface | |
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| Retaining Walls with Friction | |
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| Properties of a Logarithmic Spiral | |
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| Procedure for Determination of Passive Earth Pressure. (Pp)--Cohesionless Backfill | |
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| Coefficient of Passive Earth Pressure (Kp) | |
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| Passive Force on Walls with Earthquake Forces | |
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| Braced Cuts--General | |
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| Determination of Active Thrust on Bracing Systems of Open Cuts--Granular Soil | |
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| Determination of Active Thrust on Bracing Systems for Cuts--Cohesive Soil | |
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| Pressure Variation for Design of Sheetings, Struts, and Wales | |
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| Slope Stability | |
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| Introduction--Modes of slope failure | |
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| Factor of Safety | |
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| Stability of Infinite Slopes | |
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| Finite Slopes--General | |
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| Analysis of Finite Slopes with Plane Failure Surfaces (Culmann's Method) | |
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| Analysis of Finite Slopes with Circular Failure Surfaces--General | |
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| Mass Procedure--Slopes in Homogeneous Clay Soil | |
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| Mass Procedure--Stability of Saturated Clay Slopes with Earthquake Forces | |
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| Mass Procedure--Slopes in Homogeneous Soil | |
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| Ordinary Method of Slices | |
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| Bishop's Simplified Method of Slices | |
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| Stability Analysis by Method of Slices for Steady-State Seepage | |
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| Other Solutions for Steady-State Seepage Condition | |
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| A Case History of Slope Failure | |
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| Morgenstern's Method of Slices for Rapid Drawdown Condition | |
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| Fluctuation of Factor of Safety of Slopes in Clay Embankment on Saturated Clay | |
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| Soil-Bearing Capacity For Shallow Foundations | |
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| Ultimate Soil-Bearing Capacity for Shallow Foundations | |
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| Terzaghi's Ultimate Bearing Capacity Equation | |
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| Effect of Groundwater Table | |
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| Factor of Safety | |
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| General Bearing Capacity Equation | |
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| A Case History for Evaluation of the Ultimate Bearing Capacity | |
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| Ultimate Load for Shallow Foundations Under Eccentric Load | |
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| Bearing Capacity of Sand Based on Settlement | |
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| Plate-Load TeSt | |
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| Landfill Liners And Geosynthetics | |
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| Landfill Liners--Overview | |
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| Compaction of Clay Soil for Clay Liner Construction | |
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| Geosynthetics | |
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| Geotextiles | |
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| Geomembranes | |
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| Geonets. | |
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| Single Clay Liner and Single Geomembrane Liner Systems | |
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| Recent Advances in the Liner Systems for Landfills | |
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| Leachate Removal Systems | |
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| Closure of Landfills | |
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| Subsoil Exploration | |
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| Planning for Soil Exploration | |
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| Boring Methods | |
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| Common Sampling Methods | |
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| Sample Disturbance | |
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| Correlations for Standard Penetration TeSt. Other In Situ Tests | |
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| Rock Coring | |
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| Soil Exploration Report | |
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| Answers to Selected Problems | |
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| Index | |