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~~ ~~ ~. ~ <br />SLOPE STAUILITV ANALYSIS OF NOLF CRECK SPOIL - SECTION A-A' - STATIC-CASE <br />HUMUER OF CASES TO UE ANALYZED 1 <br />CASE NUIiDCR 1 <br /> HIIMRFR OF BOUIIDARY LINES= 2 <br /> NUIIUEIt OF POINTS ON O OUNIIARY LINTS ARE: 24 2A <br /> ON OOUNDARY LINE NO. 1, POINT N0. AND COORDINAd ES AIiE: <br /> 1 2Gl1.000 6990.1100 2 6611.1100 6790. ODU 3 770. 000 7000.000 4 890.000 7020. 000 5 1155.000 7050.000 <br /> 6 12RU.000 7070.000 7 1415.Unn 71n0. O0U U 159n. nnn 7170, n110 9 1170,000 71hU. 000 10 1750.000 71G0.000 <br /> 11 179:i.110U 71011.(100 12 TU III, u011~771W.000 13 2720.IllRl 7J 10.000 14 2y05.OD0 7150. Of10 15 2925.000 73GO.flOf1 <br /> 1G 3155.111111 74 111. IIIIU 17 7375.11011 7115D.11110 10 JG911. 1100 7110U.IIOU 19 375(1 f0)ll 7h911. (10(1 211 hU95. 0110 1570. UUO <br /> 21 h335.0UD 7500. UUO 22 4500. Uf1U 1000, ODU 23 hG5U. U0U 7Gh0. UU0 2h h700.000 7G50, flUU <br />'"' ON 001111UARV I INE N(1. T., I'UINT H0. ANU CUOItDINAfCS ARE: <br />Iv 1 11.OUn 6970. cull 2 260.000 G!)9u. UIRI J 335.000 /U IU. OOU h 435.000 7070. 000 5 575.000 7050.000 <br />+~ G 615.000 7000. nU0 7 7hi. no0 7000, UDU 8 OhU. 000 71u0.Of10 9 930.00(1 7110. 000 10 1395. OU0 7190.000 <br />tv II 17115.11011 72hU. Ollu IT. 211110.01111 7290. OOf1 13 23!)5.000 734(1.0110 PI 2h 50.Of10 7350. 000 15 2G 15.000 7770. 000 <br />0 1G 2695. UUU 7390.Una 17 2/70. DOn 7h lo. n00 IR 31'iS.Onn 7hGn. u00 19 3255. nu0 PIRO. 000 2U 333n.000 7500,000 <br /> 21 :N17U.f11111 75111. UUO 22 35 /5.11110 75 70.1100 2J 36.75.1100 7550.11110 24 3905.0110 7570. 000 25 4105.000 7600.000 <br /> 26 h355.(lO0 7G 10.1100 27 111Y15.(A)0 7620.01/0 2R 117011.0110 7G 70. UUU <br /> LINE NU. AND SLOPC Of CACTI SCC111:N1 AItE: <br /> 1 O.OUD 0. n71 u. 167 0.113 O. 1GD 0.222 0.171 n. 125 0.250 U.h44 n.09J <br /> 0.216 0.500 0. 217 0.102 0.095 O. IG7 0 .232 O. Uhl U. 121 0. 267 0. 200 <br /> 2 U.O77 0,2.67 0.200 U. Ih3 0.083 0.400 0.711 0,111 U. 172 0.143 0.196 <br /> 0.102 0.121 (1 .250 0..^.11 U. 137 0.20u 0 .267 0. 100 O. 170 0. 333 0. 074 0 .107 <br /> 0.05y I1.1I I I1 . IyG <br /> N0. OI HA0111S CONTROL ZONES= I PLOT OR NO PLO f= 1 NO. Of SCEPAGE CASES= 5 <br /> 10TAL N0. Of LINES AT DOTTUII Of RADIUS CONTROL ZOIIES ARE: 2 <br /> TOR RAD. CONE. ZONE N U. I RA01US UT.CREf91.N 1= 0.0011 NO. Of CI RCLES= 5 ID N0. fOR FIRST CIRCLE= 1 <br /> LINT: ND,= 2 II CC RI P1. 110.= 1 1110 I'1. HO.= 2 <br /> LINC NO,= 1 I) CCIN PI. ND,= 1 kRU 1'I. 110.= 2h <br /> SOIL NU. GOIIFSION f. ANCIE UNIT HI. • <br /> I )00.000 20.500 120.(1170 <br /> SFI SIgIC COCfI ICICNT= O. OOII MIN. Df. 1'111 OI TALLEST SLIC E= 111.000 UNIT NC I CII7 OF NA7 E R= 62. h00 <br /> 111E 1"ACIOItS OF SAI~F.TV ARE DE fE1t1Al NFD UY 111E SIIAI'I_IFIEU 111 SIIOI' IiE 11100 <br /> NSI'C= 2 NSItC11- O NO . Of SLICES= 10 NO. Of ADD, RAU11= 5 <br /> PORE PItLSSl01E Ilnl lo= 0.000 O. IOn 0.200 n. 300 O.hnO <br /> Po1N11=1 3150. n00, Pino. o0n1 1.01N12-1 315n.0un, 77DU. Don) PDIr113-1 300 . nno, 7h5o. unnl NJ= h N1= 9 <br /> AIl10MAIIC :;1 Altlal HILL f01_I ON AFILII CRIU NI III XINC= 20.0011 ANU YINC= 70. (100 <br />0.155 <br />0.127 <br />