PERMFILE138562

• Permit No: M2004078
• IBM Index Class Name: Permit File
• Doc Date: 5/11/2005
• Doc Name: Stability Analysis Results for Setback Established from Highway 85 Right of Way
• From: DMG
• To: File
• Media Type: D
• Archive: No

Material and Water Properties 14 materials)
Material: 1 (Mohr-Coulomb Isotropic) - Overburden
Cohesion Phi UnitWeight Ru
0.00 33.0 103.00 1.10
Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel
Cohesion Phi UnitWeight Ru
0.00 36.2 119.00 1.10
Material: 3 (MOhC-Coulomb Isotropic) - Weathered Clayetone
Cohesion Phi UnitWeight Ru
150.00 26.0 116.00 1.10
Material: 4 (Mohr-Coulomb Isotropic) - Claystone Bedrock
Cohesion Phi UnitWeight Ru
500.00 26.0 116.00 1.10
Unit weigh[ of water: 62.450 Unit weight of water/medium above ground: 62.450
Material Profiles (5 profiles)
Profile: 1 (2 points) Material beneath: 1 -Overburden
-50.00 62.00 150.00 62.00
Profile: 2 12 points) Material beneath: 2 - Sand and Gravel
so.oD s7.oa lso.oo s7.oo
Profile: 3 (2 points) Material beneath: 3 - Weathered Clayetone
-50.00 10.00 150.00 10.00
Profile: 4 (2 points) Material beneath: 4 - Clayetone Bedrock
-50.00 7.50 150.00 7.50
Profile: 5 (2 points) Material beneath: 5 -
35.00 10.00 150.00 10.00
Slope Surface (7 points)
-50.00 10.00 -10.00 10.00 -8.50 8.00 -6.50 8.00 -5.00 10.00
95.00 62.00 150.00 62.00
phreatic Surface {5 pointel
-50.00 10.00 -5.00 10.00 0.80 13.00 115.00 17.00 150.00 18.00
Distributed Loads (1 load)
Load X-Left Pressure X-Right Pressure
1 120.10 300.0 140.00 300.0
Failure Surface
Non-circular surface (3 points)
-6.13 8.50 90.00 8.50 95.00 62.00
RESULTS: Analysis 5 - 100-foot Setback, eloped to prop. line, fully softened Clayetone
Spencer-Wright Method of Analysis - Nan-Circular Pailure Surface
Factor of Safety: 1.36
Final Angle of Interalice Forces: 2].4 degreee
Negative interalice forces exist on one or more slices -examine elite data and consult the Galena Users' Guide
Effective stress line of thrust for one or more slices is not within middle third of slice
Examine slice data and consul[ the Galena Users Guide
Slice Geometry and Properties (34 sliceel
Slice X-Left width Y-Top Y-Base Base Base Base Total PoreWater Side Force lJh Yjh
Angle Matl Cohesion Weight Force (LHS) (LHS) (LHS)
1 -6.13 1.12 9.25 8.50 0.0 3 150.00 97.87 105.38 0.00 0.00 0.00
2 -5.00 3.21 10.84 8.50 0.0 3 150.00 878.95 967.96 181.37 0.16 0.34
3 -1.79 3.21 12.51 8.50 0.0 3 1s0.00 1518.27 801.69 830.28 0.28 0.33
9 1.43 3.21 19.18 8.50 0.0 3 150.00 2157.59 919.01 1620.89 0.31 0.33
5 9.69 3.21 15.85 8.50 0.0 3 150.00 2796.91 991.61 2653.53 0.31 0.33
6 7.86 3.21 17.52 0.50 0.0 3 150.00 3936.23 969.21 3972.12 0.31 0.33
7 11.07 3.21 19.19 8.50 0.0 3 1s0.00 4075.55 986.81 ss76.66 0.30 0.33
8 14.29 3.21 20.86 fl.50 0.0 3 150.00 4714.87 1009.41 7467.16 0.30 0.33
9 17.50 3.21 22.54 8.50 0.0 3 150.00 5354.20 1032.01 9643.61 0.30 0.33
10 20.71 3.21 24.21 8.50 0.0 3 150.00 5993.52 1059.61 12106.02 0.29 0.33
11 23.93 3.21 25.88 8.50 0.0 3 150.00 6632.84 1077.21 14854.38 0.29 0.33
12 27.19 3.21 27.55 0.50 0.0 3 150.00 7272.16 1099.81 17888.69 0.29 0.33
1J 30.36 3.21 29.22 8.50 0.0 3 150.00 7911.99 1122.41 21208.96 0.29 0.33
14 33.57 3.21 30.89 8.50 0.0 5 0.00 7991.51 0.00 24815.18 0.29 0.33
is 36.79 3.21 32.56 8.50 0.0 5 0.00 8630.84 0.00 24815.18 0.33 0.33
16 40.00 1.59 33.80 9.25 99.2 5 0.00 4367.59 0.00 24815.18 0.36 0.36
17 91.54 2.36 34.82 11.15 49.2 2 0.00 6640.43 682.89 21612.44 0.39 0.33
18 43.90 2.36 36.09 13.44 44.2 2 0.00 6348.21 227.61 19999.26 0.39 0.33
19 46.26 3.26 37.50 1fi.18 44.2 2 0.00 8273.70 0.00 17586.89 0.39 0.33
20 99.52 3.26 39.20 19.35 99.2 2 0.00 7701.10 0.00 15301.47 0.39 0.39
21 52.78 3.26 90.90 22.52 44.2 2 0.00 7128.50 0.00 13174.27 0.39 0.39