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File: 97-3000A - YOAST MINE - POND 011 EMBANKMENT <br />SINGLE CENTER ANALYSIS <br />Approx imately 7o slices selected <br />Circle center at X= 198.0, Y= 13 6.8 <br />FS= 1. 354 at R= 107.0 • <br />X= 198 .0 Y= 136.8 R= 107.0 <br />SLICE X-LEFT DX TAN TAN COHESION VERTICAL PORE WATER RESISTING DRIVING <br /> THETA PHI FORCE FORCE TERM TERM <br />The fo llowing slice has a normal force= -175 <br />1 125.2 0.3 0.925 0.268 750 8 5 271 6 <br />2 125.5 6.4 0.851 0.268 750 3184 697 6165 2063 <br />3 131.9 4.6 0.743 0.123 250 5661 1083 1991 3376 <br />4 136.5 4.3 0.667 0.123 250 7569 1327 2073 4201 <br />5 140.8 4.3 0.601 0.123 250 9623 1554 2272 4959 <br />6 145.0 2.5 0.553 0.123 250 6446 994 1408 3118 <br />7 147.5 5.0 0.502 0.123 250 14048 2089 2909 6304 <br />8 152.5 5.0 0.439 0.123 250 15460 2148 3030 6215 <br />9 157.5 5.0 0.380 0.123 250 16689 2112 3144 5929 <br />10 162.5 2.5 0.338 0.123 250 8756 1095 1603 2803 <br />11 165.0 4.1 0.302 0.123 250 14629 2049 2619 4231 <br />12 169.1 4.1 0.259 0.123 250 14531 2312 2555 3642 <br />13 173.3 4.1 0.217 0.123 250 14347 2531 2491 3043 <br />14 177.4 4.1 0.176 0.123 250 14078 2705 2426 2443 <br />15 181.5 4.1 0.136 0.123 250 13727 2837 2361 1852 <br />16 185.6 4.1 0.097 0.123 250 13294 2926 2295 1282 <br />17 189.8 4.1 0.058 0.123 250 12782 2974 2227 739 <br />18 193.9 4.1 0.019 0.123 250 12190 2951 2159 235 <br />19 198.0 4.2 -0.020 0.123 250 11722 3000 2125 -230 <br />20 202.2 4.2 -0.059 0.123 250 10944 2921 2050 _6~ <br />21 206.4 4.2 -0.099 0.123 250 10082 2799 1971 99 <br />22 210.6 4.2 -0.139 0.123 250 9136 2633 1890 -1255 <br />23 214.8 4.2 -0.179 0.123 250 8104 2422 1805 -1432 <br />24 219.0 4.2 -0.221 0.123 250 6985 2166 1716 -1508 <br />25 223.2 4.2 -0.264 0.123 250 5777 1863 1622 -1474 <br />26 227.4 4.2 -0.308 0.123 250 4477 1513 1522 -1318 <br />27 231.6 4.2 -0.354 0.123 250 3081 1113 1416 -1028 <br />28 235.8 4.2 -0.402 0.123 250 1586 662 1301 -591 <br />29 240.0 2.3 -0.441 0.123 250 226 0 696 -91 <br />• <br />