The following verification example problems are provided to display the agreement of MacSlope results with published slope stability analysis results.

• Excavated Slope in Stiff Fissured Clay
• Fredlund and Krahn Example Problem
• Infinite Slope
• James Bay Dike
• Underwater Slope in San Francisco Bay Mud
• Unbraced Vertical Cut in Clay
• Cohesionless slope on saturated clay foundation
• Reinforced Slope Example
• 35ft Mechanically Stabilized Earth Wall
• Slip Surface Optimization and Anisotropy

The following example problems are provided to present a comparison of the limit equilibrium technique used in MacSlope with other analytical and numerical solutions.

• Comparison with Analytical Bearing Capacity
• Comparison with Pile Lateral Resistance from Plastic Deformation Theory