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-File: 97-3000A - YOAST <br />SINGLE CENTER ANALYSIS <br />Approximately 30 slices <br />Circle center at X= 202 <br />FS= 1.367 at R= 54.0 <br />• 02.0 Y= 84.0 R= <br />SLICE X-LEFT DX TAN <br />The <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />following <br />151.5 <br />155.1 <br />158.8 <br />162.5 <br />165.0 <br />165.5 <br />169.0 <br />172.5 <br />175.5 <br />178.4 <br />181.4 <br />184.3 <br />187.3 <br />190.2 <br />193.2 <br />196.1 <br />199.1 <br />202.0 <br />204.9 <br />207.9 <br />210.8 <br />213.7 <br />216.7 <br />219.6 <br />222.5 <br />225.4 <br />228.4 <br />231.3 <br />234.2 <br />234.8 <br />slice <br />3.6 <br />3.7 <br />3.7 <br />2.5 <br />0.5 <br />3.5 <br />3.5 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />2.9 <br />0.5 <br />0.6 <br />MINE - POND 011 EMBANKMENT <br />selected <br />0, Y= 84.0 <br />54.0 <br /> TAN COHESION VERTICAL <br />A PHI FORCE <br />a normal force= -4292 <br />4 0.268 750 1635 <br />7 0.268 750 4624 <br />6 0.268 750 6849 <br />5 0.268 750 5627 <br />8 0.268 750 1298 <br />1 0.123 250 8864 <br />0 0.123 250 9528 <br />8 0.123 250 8460 <br />5 0.123 250 8707 <br />9 0.123 250 8871 <br />0 0.123 250 8960 <br />5 0.123 250 8978 <br />4 0.123 250 8931 <br />5 0.123 250 8821 <br />8 0.123 250 8650 <br />2 0.123 250 8421 <br />7 0.123 250 8134 <br />7 0.123 250 7741 <br />2 0.123 250 7345 <br />7 0.123 250 6892 <br />4 0.123 250 6382 <br />2 0.123 250 5812 <br />3 O.I23 250 5181 <br />7 0.123 250 4485 <br />6 0.123 250 3721 <br />0 0.123 250 2883 <br />2 0.123 250 1964 <br />4 0.123 250 955 <br />4 0.268 750 58 <br />4 0.268 750 25 <br />PORE WATER RESISTING DRIVING <br />FORCE TERM TERM <br />THET <br />has <br />2.13 <br />1.52 <br />1.19 <br />1.00 <br />0.92 <br />0.84 <br />0.71 <br />0.60 <br />0.52 <br />0.44 <br />0.38 <br />0.31 <br />0.25 <br />0.19 <br />0.13 <br />0.08 <br />0.02 <br />-0.02 <br />-0.08 <br />-0.13 <br />-0.19 <br />-0.25 <br />-0.31 <br />-0.37 <br />-0.44 <br />-0.52 <br />-0.60 <br />-0.69 <br />-0.75 <br />-0.77 <br />0 5219 1481 <br />572 5446 3868 <br />1572 5310 5253 <br />1500 3530 3988 <br />362 754 883 <br />2632 1987 5704 <br />3064 1919 5517 <br />2868 1580 4393 <br />3065 1542 4045 <br />3219 1509 3636 <br />3333 1478 3183 <br />3411 1449 2699 <br />3455 1422 2196 <br />3466 1397 1687 <br />3446 1373 1182 <br />3395 1349 690 <br />3314 1327 222 <br />3184 1296 -210 <br />3045 1274 -598 <br />2877 1253 -936 <br />2679 1231 -1213 <br />2451 1209 -1420 <br />2190 1186 -1547 <br />1896 1162 -1583 <br />1566 1138 -1515 <br />1197 1111 -1331 <br />787 1083 -1013 <br />330 1051 -545 <br />8 584 -35 <br />0 696 -15 <br />GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: <br />Project: YOAST MINE - POND 011 EMBANKMENT <br />Location: ROUTT COUNTY, COLORADO <br />Filename: 97-3000A Description: YOAST MINE - POND 011 EMBANKMENT <br />ANALYSIS DATA: <br />Point Coordinates Line Left Right Soil Phreatic <br />No. X Y No. Point Point No. Line <br /> 50.0 50.0 1 1 2 1 N <br /> 100.0 50.0 2 2 3 1 N <br /> 115.0 55.0 3 3 4 2 N <br />4 134.5 61.5 4 4 5 2 N <br />5 145.0 65.0 5 5 6 2 N <br />Soil Density Cohesion Phi <br />No. pcf psf Deg <br />1 120.0 250 7.0 <br />2 118.0 750 15.0 <br />3 125.0 2500 20,0 <br />