2013-02-25_PERMIT FILE - C1982057 ‎(2)‎

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 2/25/2013
• Doc Name: Slope Stability Evaluation, Runoff Control Structures
• Section_Exhibit Name: Tab 20 Attachment 20-3
• Media Type: D
• Archive: No

Minimum Slip Surface Depth: 0.1 ft
• Optimization Maximum Iterations: 2000
Optimization Convergence Tolerance: 1e-007
Starting Optimization Points: 8
Ending Optimization Points: 16
Complete Passes per Insertion: 1
Driving Side Maximum Convex Angle: 5 °
Resisting Side Maximum Convex Angle: 1 °
Materials
Compacted Clay
Model: Mohr-Coulomb
Unit Weight: 120 pcf
Cohesion: 800 psf
Phi: 0 °
Phi-B: 0 °
Pore Water Pressure
Piezometric Line:
Overburden Clay
Model: Mohr-Coulomb
Unit Weight: 110 pcf
Cohesion: 400 psf
• Phi: 0 °
Phi-B: 0 °
Pore Water Pressure
Piezometric Line:
Slip Surface Entry and Exit
Left Projection: Range
Left-Zone Left Coordinate: (46, 11) ft
Left-Zone Right Coordinate: (56, 8.6) ft
Left-Zone Increment: 4
Right Projection: Range
Right-Zone Left Coordinate: (63, 5.8) ft
Right-Zone Right Coordinate: (79, 2.325) ft
Right-Zone Increment 4
Radius Increments: 4
Slip Surface Limits
Left Coordinate: (0, 9) ft
Right Coordinate: (110, 0) ft