|
2/28/21
<br />c... .r11 Clnne _ Cnicmir
<br />X11
<br />182 6374 2.110 .......... ,.._
<br />74.55, 5092.3 r- --------
<br />47.296
<br />33.6013, 5068.63
<br />93.1086, 5048.8
<br />183 4694 2.111 (89.85, 5076.8) 34.58 (59.6537, 5059.95) (103.896, 5045.2)
<br />66
<br />184 8520 2.111 (64.825, 5108.38) 66.253 (10.1212, 5071) )
<br />( 93.5211, 5048.
<br />185 6016 2.111 (92.475, 5083.48) 40.877 (58.8623, 5060.21) (105.408, 5044.7)
<br />58
<br />7
<br />186 3772 2.112 (78.7, 5075.65) 33.388 (47.3976, 5064.03) )
<br />.
<br />(96.7724, 504
<br />74
<br />46
<br />187 4232 2.112 (84.275, 5076.23) 33.079 (54.586-3-,,5061.64) )
<br />.
<br />(99.2737, 50
<br />73
<br />188 3792 2.113 ( 83.4, 5074) 31.57 (54.3121, 5061.73) )
<br />( 99.3079, 5046.
<br />189 5474 2.114 (68.1, 5089.5) 46.75 (25.1663, 5071) (91.8332, 5049.22)
<br />190 5053 2.115 (71.925, 5085.63) 42.345 (33.0602, 5068.81) (92.9298, 5048.86)
<br />191 7716 2.117 (81.875, 5097.32) 51.616 (40.6323, 5066.29) (96.2477, 5047.75)
<br />192 5914 2.117 (68.975, 5091.73) 47.985 (25.696, 5071) (91.475, 5049.34)
<br />193 4632 2.117 (75.75, 5081.75) 38.067 (41.0226, 5066.16) (94.1774, 5048.44)
<br />194 8998 2.118 (75.1, 5107.3) 61.118 (25.9296, 5071) (92.9552, 5048.85)
<br />195 6435 2.118 (88.65, 5087.35) 43.184 ( 53.7499, 5061.92) (101.31, 5046.06)
<br />19
<br />49
<br />196 6336 2.120 (65.15, 5095.6) 53.583 (17.5482, 5071) )
<br />.
<br />( 91.9304, 50
<br />197 5493 2.121 (72.8, 5087.85) 43.647 (33 .6131, 5068.63) (92.6169, 5048.96)
<br />34
<br />198 6776 2.121 (66.025, 5097.82) 54.763 (18.2817, 5071) )
<br />( 91.483, 5049.
<br />199 5092 2.123 (81.325, 5082.32) 37.705 (48.5741, 5063.64) (96.3159, 5047.73)
<br /> 31
<br />200 6414 2.123 ( 83.95, 5089) 43.868 (48.0243, 5063.82) )
<br />(97.5857, 5047.
<br />9
<br />201 4613 2.123 (71.05, 5083.4} 41.051 (32.6227, 5068.96) )
<br />(93.1273, 5048.7
<br />
<br />•
<br />0
<br />
<br /> i
<br />
<br />Slip
<br />Surface
<br />X (ft)
<br />Y (ft) PWP
<br />
<br />(psf) Base Normal
<br />
<br />Stress (psf) Frictional
<br />Strength
<br />(psf) ve
<br />Cohes
<br />Strength
<br />(psf)
<br />
<br />1 Optimized 39.65205 5066.564 -1060.906 -116.0952 -67.027593 200
<br />2 Optimized 39.844565 5066.231 -1040.134 -34.446885 -19.887918 100
<br />3 Optimized 40.569135 5064.977 961.86686 44.464859 25.671798 100
<br />
<br />4 Optimized 41.551185 5063.496 -869.4635 168.42369 97.239465 100
<br />5 Optimized 43.05864 5061.685 756.44756 288.62777 242.18746 0
<br />
<br />6 Optimized 45.406265 5059.185 600.45024 451.78003 379.08845 0
<br />
<br />7 Optimized 48.249825 5056.496 433.48957 531.68599 306.96905 310
<br />
<br />8 Optimized 50.17015 5054.734 324.51596 676.01621 390.29814 310
<br />
<br />9 Optimized 51.591125 5053.6225 255.77851 726.08278 419.20409 310
<br />
<br />10 Optimized 53.773375 5051.9155 150.21207 801.12385 462.52907 310
<br />
<br />11 Optimized 56.22118 5050.3145 50.795302 1005.1906 580.34704 100
<br />12 Optimized 58.87803 5048.85 40.592483 1051.5383 583.66982 100
<br />
<br />13 Optimized 61.806555 5047.427 129.36405 1157.8786 593.81314 100
<br />14 Optimized 64.467455 5046.3455 196.8517 1221.1022 591.35129 100
<br />0 S:/.../fc04797.002 south slope - seismic...
<br />9/18
<br />
|