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 | |
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