2009-03-17_REPORT - M2008078 ‎(2)‎

• Permit No: M2008078
• IBM Index Class Name: REPORT
• Doc Date: 3/17/2009
• Doc Name: Slope Stability Report- Appendix C
• From: J&T Consulting, Inc.
• To: DRMS
• Email Name: MAC
• Media Type: D
• Archive: No

GP-GV-EQ.OPT
** **
** The last calculated value of the FOS was 21.3986 **
** This will be ignored for final summary of results **
*************************************************************
Circular surface (FOS= 21.3986) is defined by: xcenter = 288.39
ycenter = 1020.54 Init. Pt. = 241.00 Seg. Length = 7.00
-------------------------------------------------------------------
*************************************************************
** Factor of safety calculation for surface # 8903 **
** failed to converge within FIFTY iterations **
** **
** The last calculated value of the FOS was 22.8430 **
** This will be ignored for final summary of results **
*************************************************************
Circular surface (FOS= 22.8430) is defined by: xcenter = 303.28
ycenter = 1441.62 Init. Pt. = 241.00 Seg. Length = 7.00
-------------------------------------------------------------------
** Factor of safety calculation for surface # 8934 **
** failed to converge within FIFTY iterations **
** **
** The last calculated value of the FOS was 29.7435 **
** This will be ignored for final summary of results **
*************************************************************
Circular surface (FOS= 29.7435) is defined by: xcenter = 305.57
ycenter = 2263.69 Init. Pt. = 241.00 Seg. Length = 7.00
------------------------------------------------------------------
Factors of safety have been calculated by the
* * * * * SIMPLIFIED BISHOP METHOD * * *
The most critical circular failure surface
is specified by 20 coordinate points
Point x-surf y-surf
No. (ft) (ft)
1 240.71 203.22
2 247.70 203.00
3 254.70 203.31
4 261.65 204.14
5 268.52 205.49
6 275.26 207.36
7 281.85 209.72
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