Definition Technology that deals with soil (and rock) as an engineering material in civil engineering projects.
Examples of Application Areas
- Foundations - "shallow" e.g., spread footings for buildings
- "deep" e.g., piles for offshore platform
 
 
 
- Earth Structures - Compacted earth fill for dam
- Landfill for waste storage
 
 
 
- Slopes and Excavations - Cut slopes for highway
- Excavation for subway
 
 
 
- Retaining Structures - Slurry wall with tieback anchors
- Gravity retaining wall
 
 
 
- Remediation of Contaminated Soil and Groundwater
Types of Input Required to Solve Above Problems (for Soil)
- Geology and Exploration: General nature and extent of soils involved
- Soil Mechanics: Evaluation of Engineering Properties of soils and Theoretical Analyses to predict behavior of "structure"
- Feasibility: Economics, environmental, legal, practical
- Experience: Regarding what has happened in the past - successes and failures
- Field Evaluation: Measurements of actual performance to evaluate and possibly alter design during construction
- Engineering Judgment: Combined with above - final solution (increasing use of reliability analyses to "formalize" process)
What Makes Soil Mechanics Interesting and Challenging (CCL's opinion)
Soil amongst most variable and difficult of all materials to understand and model
- Complex stress-strain (non-linear, irreversible)
- Properties highly variable function of soil types and stress history
- Properties change with time, stress, environment, …
- Every site has different soil conditions - new challenge
- Soil "hidden" underground and data on small fraction of deposit
Emphasis on testing (in field and in lab) plus field monitoring
Outline
| | I | Introduction 
 Geotechnical / Geoenvironmental Engineering
 
 Conduct of Subject
 |  | II | Nature of Soil 
 Soil Composition, Index Properties, Soil Classification
 
 Soil Structure: Clay-Water Forces, Interparticle Forces, Fabric
 
 Environmental Factors
 |  | III | Dry Soil (Cohesionless) 
 Mohr Circle, Stress Paths, Elastic Stress Distribution
 
 Stress-Strain and Strength Behavior of Sand
 
 Rankine Earth Pressures, Infinite Slopes, Retaining Walls
 
 Bearing Capacity of Sands (Theory and Practice)
 
 Settlement of Sands
 |  | IV | Saturated Soil (No or Steady State Flow) 
 Effective Stress Principle, Capillarity, Soil Suction
 
 One- and Two-Dimensional Flow
 
 Coefficient of Permeability (Theory and Practice)
 
 Stress-Strain and Strength Behavior of Clays
 1-D Behavior (Theory and Practice)
 Drained Shear Behavior, Strength Principles
 
 Lateral Earth Pressures
 
 Slope Stability and Bearing Capacity
 |  | V | Saturated Soil (Transient Flow) 
 Pore Pressure Parameters, Undrained Shear Behavior of Clays, and Strength Principles
 
 Consolidation of Cohesive Soils
 Terzaghi Theory
 LC Compression
 Special Topics
 
 Evaluation of Stability (Loading vs. Unloading and Undrained vs. Drained Conditions)
 
 Estimation of Undrained Strength for Design
 
 Settlement Analyses for 2, 3-D Loadings
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