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| Introduction to Geotechnical Engineering | |
| Geotechnical Engineering | |
| Unique Nature of Soil and Rock as Engineering Materials | |
| Scope of this Book | |
| Historical Development of Geotechnical Engineering | |
| Suggested Approach to the Study of Geotechnical Engineering | |
| Notes on Symbols and Units | |
| Index and Classification Properties of Soils and Rocks | |
| Introduction | |
| Basic Definitions and Phase Relations | |
| Solution of Phase Problems | |
| Soil Texture | |
| Grain Size and Grain Size Distribution | |
| Particle Shape | |
| Atterberg Limits and Consistency Indices | |
| Activity | |
| Introduction to Soil Classification | |
| The Unified Soil Classification System (USCS) | |
| The AASHTO Soil Classification System | |
| Comparison of the USCS and AASHTO Classification Systems | |
| Rock Classification | |
| Problems | |
| Geology, Landforms, and the Origin of Geo-Materials | |
| Importance of Geology to Geotechnical Engineering | |
| The Earth, Minerals, Rocks, and Rock Structure | |
| Geological Processes and Landforms | |
| Sources of Geologic Information | |
| Problems | |
| Products of Weathering, Clay Minerals, and Soil and Rock Structure | |
| Introduction | |
| Products of Weathering | |
| Clay Minerals | |
| Identification of Clay Minerals | |
| Specific Surface | |
| Interaction Between Water and Clay Minerals | |
| Interaction of Clay Particles | |
| Soil Structure and Fabric | |
| Cohesive Soil Fabrics | |
| Granular Soil Fabrics | |
| Soils in Nature | |
| Rock Masses | |
| Problems | |
| Compaction | |
| Introduction | |
| Compaction | |
| Theory of Compaction—Cohesive Soils | |
| Structure of Compacted Cohesive Soils | |
| Field Compaction Equipment and Procedures | |
| Compaction of Granular Soils | |
| Field Compaction Control and Specifications | |
| Estimated Performance of Compacted Soils | |
| Problems | |
| Water In Soils And Rocks I: Capillarity, Groundwater, Shrinkage, Swell, Collapse, Frost Action, and Effective Stress | |
| Introduction | |
| Capillarity | |
| Groundwater Table and the Vadose Zone | |
| Shrinkage Phenomana in Soils | |
| Swelling Phenomena in Soil | |
| Engineering Significance of Shrinkage and Swelling | |
| Collapsible Soils and Subsidence | |
| Frost Action | |
| Effective Stress | |
| Total, Neutral, and Effective Stress Profiles | |
| Relationship Between Horizontal and Vertical Stress | |
| Problems | |
| Water in Soils and Rock II: Permeability, Seepage, and Seepage Control | |
| Introduction | |
| Dynamics of Fluid Flow | |
| Darcy's Law for Flow Through Porous Media | |
| Measurement of Permeability (Hydraulic Conductivity) | |
| Heads and One-Dimensional Flow | |
| Seepage Forces, Quicksand, and Liquefaction | |
| Seepage and Flow Nets: Two-Dimensional Flow | |
| Seepage Towards Wells | |
| Seepage Through Dams and Embankments | |
| The Method of Fragments | |
| Control of Seepage; Filters | |
| Geo-Environmental Considerations | |
| Problems | |
| Compressibility of Soil and Rock | |
| Introduction | |
| Components of Settlement | |
| Compressibility of Soils | |
| The Oedometer and Consolidation Testing | |
| Preconsolidation Pressure; Normal, Over- and Underconsolidation | |
| Consolidation Behavior of Natural and Compacted Soils | |
| Settlement Calculations | |
| Tangent Modulus Method | |
| Factors Affecting the Determination of …s=p | |
| Prediction of Field Compression Curves (Schmertmann) | |
| Soil Profiles | |
| Approximate Methods; Typical Values of Compression Indices | |
| Compressibility of Rock and Transitional Materials | |
| In Situ Determination of Compressibility | |
| Problems | |
| Time Rate of Consolidation Settlements | |
| Introduction | |
| The Consolidation Process | |
| Terzaghi's One-Dimensional Consolidation Theory | |
| Determination of the Coefficient of Consolidation, c v | |
| Determination of the Coefficient of Permeability | |
| Table of Contents provided by Publisher. All Rights Reserved. |