2011-04-01_PERMIT FILE - M2010071 ‎(6)‎

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

2/28/2011
Model: Mohr-Coulomb
Unit Weight: 120 pcf
Cohesion: 200 psf
Phi: 30°
Phi-B: 0 °
South Slope - Seismic
Upper Left: (37.5, 5120.5) ft
Lower Left: (20, 5076) ft
Lower Right: (114, 5043) ft
Grid Horizontal Increment: 20
Grid Vertical Increment: 20
Left Projection Angle: 0 °
Right Projection Angle: 0 °

Upper Left Coordinate: (27, 5069.5) ft
Upper Right Coordinate: (112, 5041) ft
Lower Left Coordinate: (23, 5036) ft
Lower Right Coordinate: (111.5, 5035) ft
Number of Increments: 20
Left Projection: No
Left Projection Angle: 135 °
Right Projection: No
Right Projection Angle: 45 °
Left Coordinate: (0, 5071) ft
Right Coordinate: (130, 5042) ft
Horz Seismic Load: 0.05
Ignore seismic load in strength: No
Ink
0 *
17
Material Points Area (ft')
Region 1 Clayey Sand 1,2,3,4 67.5
Region 2 Silty Sand (SM) 3,5,6,4 52.5
Region 3 Gravelly Sand (SP) 5,7,8,6 75
Region 4 Clay (CL) 7,32,9,10,30,8 105
Region 5 Slurry Wall 2,11,12,13,14,15,26,16,17,20,9,32,7,5,3 96
Region 6 Silty Sand (SM) 19,20,9,10 135

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