2011-04-01_PERMIT FILE - M2010071 ‎(7)‎

• Permit No: M2010071
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/1/2011
• Doc Name: North Slope- Half-Full
• From: McLaughlin Water Engineers
• To: DRMS
• Media Type: D
• Archive: No

2/28/2011
Model: Mohr-Coulomb
Unit Weight: 120 pcf
® Cohesion: 100 psf
Phi: 30°
Phi-B: 0 °
Upper Left: (98, 5114.5) ft
Lower Left: (74, 5058.5) ft
Lower Right: (182, 5021) ft
Grid Horizontal Increment: 20
Grid Vertical Increment: 20
Left Projection Angle: 0 °
Right Projection Angle: 0 °
Upper Left Coordinate: (78.5, 5052) ft
Upper Right Coordinate: (181.5, 5018) ft
Lower Left Coordinate: (75, 5015) ft
Lower Right Coordinate: (180.5, 5011.5) ft
Number of Increments: 20
Left Projection: No
_ Left Projection Angle: 45 °
Right Projection: No
Right Projection Angle: 135 °
Left Coordinate: (0, 5038) ft
Right Coordinate: (200, 5020) ft
Horz Seismic Load: 0.05
Ignore seismic load in strength: No

Seismic
Material Points Area (ft2)
Region 1 Gravelly Sand (SP) 7,8,9,10 607.5
Region 2 Gravelly Sand (SP) 11,12,6,13 873
Region 3 Sandy Gravel (GP) 8,14,15,9 303.75
Region 4 Gravelly Sand (SP) 14,16,17,15 236.25
Region 5 Clay (CL) 16,1,33,18,19,35,17 418.5
Region 6 Silty Sand (SM) 18,2,3,4,20,19 248.82228

S:/.../fc04797.002 north slope - seismic...
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