2002-04-22_REVISION - M1982147

• Permit No: M1982147
• IBM Index Class Name: Revision
• Doc Date: 4/22/2002
• Doc Name: AdditionalSupport Information - Slope Stability
• From: Lafarge
• To: DMG
• Type & Sequence: TR1
• Media Type: D
• Archive: No

26 232.66 111.57
29 236.39 113.15
30 239.98 119.61
31 293.58 116.59
32 247.15 118.35
33 250.66 120.29
34 259.16 122.20
35 257.61 129.24
36 261.01 126.35
37 269.36 128.53
38 267.67 130.78
39 267.99 130.97
**** Simplified BISHOP FOS = 1.777 ****
The following is a summary of the TEN most critical surfaces
Problem Description Ditch along sw corner Bishop method
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (ft) (ft) (ft) (ft) (ft-lb)
1. 1.777 .160.11 265.31 188.28 126.77 267.99 1.892E+07
2. 1.796 163.00 291.56 194.50 129.29 274.22 2.011E+07
3. 1.804 167.70 273.56 176.55 135.35 273.18 1.781E+07
4. 1.814 169.79 263.62 186.97 132.32 273.33 1.911E+07
5. 1.815 169.07 270.19 173.16 137.12 273.41 1.743E+07
6. 1.629 168.35 297.83 200.77 139.09 280.62 2.143E+07
7. 1.898 164.34 304.57 207.30 130.81 279.19 2.225E+07
8. 1.899 157,72 301.86 204.49 125.00 271.57 2.138E+07
9. 1.856 158.08 305.12 207.73 125.25 272.87 2.193E+07
10. 1.871 163.98 329.43 232.19 127.78 282.19 2.597E+07
* * * END OF FILE