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File: 48579P2B - Pond 9-P2 <br />SINGLE CENTER ANALYSIS <br />Approximately 40 slices selected <br />ircle center at X= 70.0, Y= 50.0 <br />~= 8.774 at R= 37.0 <br />X= 70.0 Y= 50.0 R= 37.0 <br />SLICE X-LEFT DX TAN TAN COHESION <br />THETA PHI <br />following slice <br />39.1 0.9 <br />40.0 1.2 <br />41.2 1.2 <br />42.4 1.3 <br />43.7 1.3 <br />44.9 1.3 <br />46.2 1.3 <br />47,5 1.3 <br />48.7 1.3 <br />50,0 1.2 <br />51.2 1.2 <br />52.4 1.2 <br />53.5 1.2 <br />54.7 1.2 <br />55.9 1.2 <br />57.1 1.2 <br />58.2 1.2 <br />59.4 1.2 <br />60.6 1.2 <br />61.8 1.2 <br />62.9 1.2 <br />64.1 1.2 <br />65.3 1.2 <br />66.5 1.2 <br />67.6 1.2 <br />68.8 1.2 <br />70.0 1.2 <br />71.2 1.2 <br />72.3 1.2 <br />73.5 1.2 <br />74.6 1.2 <br />75.8 1,2 <br />77.0 1.2 <br />78.1 1,2 <br />79.3 1,2 <br />80.5 1.2 <br />81.6 1,2 <br />82.8 1.2 <br />83.9 1.2 <br />has a <br />1.446 <br />1.310 <br />1.179 <br />1.066 <br />0.967 <br />0.880 <br />0.804 <br />0.735 <br />0.672 <br />0.616 <br />0.567 <br />0.520 <br />0.475 <br />0.433 <br />0.393 <br />0.354 <br />0.317 <br />0.281 <br />0.246 <br />0.211 <br />0.178 <br />0.145 <br />0.112 <br />0.080 <br />0.048 <br />0.016 <br />0.016 <br />0.047 <br />0.079 <br />0,111 <br />0.143 <br />0.175 <br />0.209 <br />0.242 <br />0.277 <br />0.313 <br />0.349 <br />0.387 <br />0.427 <br />normal <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />0.466 <br />force= <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1400 <br />1 400 <br />1400 <br />VERTICAL PORE WATER RESISTING DRIVING <br />FORCE FORCE TERM TERM <br />-205 <br />70 0 1999 58 <br />291 0 2788 232 <br />469 0 2752 358 <br />673 44 2862 491 <br />837 126 2787 581 <br />985 199 2726 651 <br />1121 264 2676 702 <br />1244 322 2634 737 <br />1357 373 2600 757 <br />1317 387 2367 691 <br />1330 421 2311 656 <br />1336 451 2259 616 <br />1336 477 2211 573 <br />1329 500 2167 528 <br />1317 518 2125 482 <br />1300 534 2087 434 <br />1277 546 2051 386 <br />1249 555 2017 338 <br />1216 561 1985 290 <br />1179 564 1954 244 <br />1136 564 1926 199 <br />1090 561 1899 156 <br />1038 555 1873 116 <br />982 547 1848 78 <br />922 536 1825 44 <br />857 522 1802 14 <br />795 0 2000 -12 <br />757 0 1987 -36 <br />715 0 1975 -56 <br />669 0 1962 -73 <br />618 0 1949 -87 <br />563 0 1936 -97 <br />503 0 1923 -103 <br />439 0 1909 -103 <br />370 0 1895 -99 <br />296 0 1880 -88 <br />218 0 1865 -72 <br />134 0 1850 -49 <br />46 0 1833 -18 <br />C~ <br />