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Slope Stability <br />Phi-B: 0 ° <br />Slip Surface Grid <br />Upper Left: (9.3, 6082.5) ft <br />Lower Left: (-0.9, 6059.9) ft <br />Lower Right: (23.5, 6049.1) ft <br />Grid Horizontal Increment: 15 <br />Grid Vertical Increment: 15 <br />Left Projection Angle: 0 ° <br />Right Projection Angle: 0 <br />Slip Surface Radius <br />Upper Left Coordinate: (-17.3715, 6060.8) ft <br />Upper Right Coordinate: (27.8285, 6046.4) ft <br />Lower Left Coordinate: (-23.8, 6034.2) ft <br />Lower Right Coordinate: (22.8, 6032.1) ft <br />Number of Increments: 15 <br />Left Projection: No <br />Left Projection Angle: 0 ° <br />Right Projection: No <br />Right Projection Angle: 0 ° <br />UsePoints: 0 <br />O Surface Ur its <br />Left Coordinate: (-80, 6040) ft <br />Right Coordinate: (80, 6048.5) ft <br />Sopsoc Lads <br />Horz Seismic Load: 0 <br />Vert Seismic Load: 0 <br />Shear/Narai Strength Functions <br />Fully-Softened (LL=37%, CF>25%) <br />Model: Spline Data Point Function <br />Function: Shear Stress vs. Normal Stress <br />Curve Fit to Data: 100 % <br />Segment Curvature: 100 % <br />file:///Pl/Mpis/06%2000/26/06261005%20Pond%20...ed_9-15-09/pond_mb5e_maxpool_static_essa.html (3 of 5) [9/16/2009 3:23:48 PM]