PE Exam Exam > PE Exam Notes > Cheatsheet: Foundation Design
Cheatsheet: Foundation Design
1. Bearing Capacity
1.1 Ultimate Bearing Capacity
1.2 Bearing Capacity Factors
1.3 Shape Factors
1.4 Depth Factors
1.5 Allowable Bearing Capacity
2. Shallow Foundation Design
2.1 Foundation Types and Applications
2.2 Footing Dimensions
2.3 Structural Design Requirements
2.3.1 One-Way Shear
2.3.2 Two-Way Shear (Punching Shear)
2.3.3 Flexure
2.4 Eccentricity and Load Distribution
3. Settlement Analysis
3.1 Types of Settlement
3.2 Immediate Settlement
3.3 Primary Consolidation Settlement
3.3.1 Normally Consolidated Clay
3.3.2 Overconsolidated Clay
3.4 Secondary Compression
3.5 Stress Distribution
3.5.1 Boussinesq Method
3.5.2 2:1 Approximation Method
3.6 Tolerable Settlement Limits
4. Deep Foundation Design
4.1 Pile Types and Applications
4.2 Pile Capacity - Static Analysis
4.2.1 Total Capacity
4.2.2 End Bearing Capacity
4.2.3 Skin Friction Capacity
4.3 Dynamic Analysis - Wave Equation
4.4 Drilled Shaft Design
4.5 Pile Group Effects
4.6 Negative Skin Friction
4.7 Lateral Capacity
5. Soil Properties and Classification
5.1 Index Properties
5.2 Atterberg Limits
5.3 Soil Classification (USCS)
5.4 Gradation Parameters
5.5 Shear Strength Parameters
5.6 Compaction
6. Ground Improvement
6.1 Improvement Methods
6.2 Stone Column Design
6.3 Consolidation with Vertical Drains
7. Retaining Structures
7.1 Lateral Earth Pressure Coefficients
7.2 Earth Pressure Calculations
7.3 Gravity Wall Design
7.4 Cantilever Retaining Wall
7.5 MSE Wall Design
7.6 Sheet Pile Walls
8. Slope Stability
8.1 Factor of Safety Definition
8.2 Infinite Slope Analysis
8.3 Ordinary Method of Slices (Fellenius)
8.4 Bishop Simplified Method
8.5 Spencer Method
8.6 Stability Charts (Taylor)
8.7 Seismic Slope Stability
9. Site Investigation
9.1 SPT (Standard Penetration Test)
9.2 SPT Correlations
9.3 CPT (Cone Penetration Test)
9.4 Boring Spacing Guidelines
9.5 Groundwater Measurements
10. Load and Resistance Factor Design (LRFD)
10.1 Basic LRFD Equation
10.2 Load Factors (AASHTO)
10.3 Resistance Factors (Geotechnical)
10.4 Service Limit States
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Apr 20, 2026 Last updated
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