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F" <br />SLOPE ANGLE <br />1.0+ 2.0 <br />1.0+ 2.25 <br />o� <br />SAFETY FACTOR <br />1.34 <br />1.57 <br />Y Z115 <br />0 = 35.5 <br />C =0 <br />/ 0 <br />/ Lo <br />EX /STING FILL SURFACE <br />\ / 7 -33 <br />Y A = 33 <br />C =0 <br />SF= <br />1.57 Y =140 <br />Lo / 0 =36 <br />/ C = 30,000 <br />SAFETY FACTOR <br />SLOPE ANGLE HORIZONTAL EARTHQUAKE ACCELERATION <br />0 0.058 O.IOQ <br />1.0:2.0 1.32 1.17 1.04 <br />1.0 +2.25 L53 1.34 1.19 <br />LAIMED CONFIGURATION. FULLY DRAINED <br />SF =1.53 <br />EXISTING FILL SURFACE <br />=1.32 <br />X =120 <br />0-33 <br />C =0 <br />z.2s / 9=140 <br />o / 0 =36 <br />z.o / C = 30,000 <br />Lo <br />IIIIII VIII VIII VIII VIII VIII IIII IN anaaso <br />t =115 <br />0 =35.5 RETAINING FULL BENCH WIDTH, FULLY DRAINED PLATE C-- <br />y <br />C = o STABILITY SECTION B- B' <br />REDUCED SLOPE ANGLES <br />GEO -HYDRO CONSULTING, INC. <br />r1NIC �- -4 <br />