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2008-11-26_PERMIT FILE - M2008080 (9)
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2008-11-26_PERMIT FILE - M2008080 (9)
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Last modified
8/24/2016 3:38:19 PM
Creation date
12/1/2008 10:40:33 AM
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Template:
DRMS Permit Index
Permit No
M2008080
IBM Index Class Name
PERMIT FILE
Doc Date
11/26/2008
Doc Name
Slope Stability- Appendix C
From
Journey Ventures, LLC
To
DRMS
Media Type
D
Archive
No
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CASEI.OPT <br />No. (ft) (ft) <br />1 205.54 208.92 <br />2 211.39 207.55 <br />3 217.28 206.44 <br />4 223.22 205.57 <br />5 229.19 204.96 <br />6 235.18 204.60 <br />7 241.18 204.49 <br />8 247.17 204.64 <br />9 253.16 205.04 <br />10 259.12 205.70 <br />11 265.06 206.60 <br />12 270.94 207.76 <br />13 276.78 209.16 <br />14 282.55 210.81 <br />15 288.24 212.70 <br />16 293.85 214.83 <br />17 299.36 217.20 <br />18 304.77 219.79 <br />19 310.07 222.62 <br />20 315.24 225.66 <br />21 320.27 228.92 <br />22 325.17 232.39 <br />23 329.91 236.07 <br />24 334.49 239.94 <br />25 338.91 244.00 <br />26 343.15 248.25 <br />27 347.21 252.67 <br />28 351.07 257.26 <br />29 354.47 261.66 <br />**** Simplified BISHOP FOS = 1.425 **** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description : KERSEY PIT - CASE 1 <br /> FOS Circle Center <br /> (BISHOP) x-coord y-coord <br /> (ft) (ft) <br />1. 1.425 240.70 346.32 <br />2. 1.440 236.30 348.34 <br />3. 1.445 250.30 322.28 <br />4. 1.446 247.98 332.85 <br />5. 1.448 252.67 323.39 <br />6. 1.455 234.07 367.93 <br />7. 1.465 240.65 364.38 <br />8. 1.466 249.72 330.29 <br />9. 1.470 221.53 377.37 <br />10. 1.477 233.51 364.14 <br />Radius Initial Terminal <br />x-coord x-coord <br />(ft) (ft) (ft) <br />141.83 205.54 354.47 <br />143.51 204.49 350.64 <br />117.38 211.03 350.77 <br />128.09 209.24 354.43 <br />118.81 211.56 354.15 <br />163.62 202.48 358.47 <br />160.05 204.59 363.38 <br />125.37 210.29 354.59 <br />173.48 200.27 350.76 <br />159.35 203.12 355.52 <br />Resisting <br />Moment <br />(ft-lb) <br />2.207E+07 <br />2.152E+07 <br />1.803E+07 <br />2.018E+07 <br />1.878E+07 <br />2.623E+07 <br />2.687E+07 <br />1.988E+07 <br />2.588E+07 <br />2.491E+07 <br />Page 4
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