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• <br />TABLE C-1 <br />SUMMARY OF STABILITY ANALYSES <br />CASE SPOIL CL AY LAY ER WATER EARTHQUAKE FACTOR <br />NO. DESCRIPTION CONDITIONS COEFFICIENT OF <br /> I C W I C W SAFETY <br />a ces s Spoil ill ~Sect'o ~n F;ig? ~C~'-,~1})~ <br />_ <br />1 NORMAL CONDITIONS 34 0 100 25 500 125 NO WATER NO E.Q. 1.9 <br />2 VARY SPOIL FRICTION 30 1.7 <br />3 38 2.0 <br />4 VARY SPOIL UNIT WEIGHT 90 1.9 <br />5 110 1.9 <br />6 VARY CLAY FRICTION 15 1.4 <br />7 30 2.0 <br />8 VARY CLAY COHESION 250 1.8 <br />9 750 2.0 <br />10 VARY WATER CONDITIONS WATER FROM TOE TO 1/2 HEIGHT AT CREST 1.3 <br />11 WATER FROM 1/2 DISTANCE (TOE TO CREST) 1.6 <br /> TO 1/2 HEIGHT AT CREST <br />12 WATER FROM TOE TO 1/4 HEIGHT AT CREST 1.5 <br />13 WATER FROM 1/2 DISTANCE (TOE TO CREST) 1.7 <br /> TO 1/4 HEIGHT AT CREST <br />14 VARY EARTHQUAKE COEFF. 0.05 1.6 <br />15 0.10 1.4 <br />16 0.15 1.2 <br />~Cr,, nt o /$urface~INne. Fi I~(i$ec'~`o n qn F ,ig'°~C 2 ~ <br />17 NORMAL CONDITIONS 34 0 100 25 500 125 NO WATER NO E.Q. 1.7 <br />18 VARY SPOIL FRICTION 30 1.4 <br />19 38 2.0 <br />20 VARY EARTHQUAKE COEFF. 0.05 1.5 <br />21 0.10 1.3 <br />22 0.15 1.2 <br />I Indicates friction angle (degrees), C Indicates cohesion (psf), W Indicates unit weight (pcf) <br />