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• • <br />TABLE A-2 <br />SUMMARY OF STABILITY ANALYSIS <br />LOW ANALYSIS SECTION (Refer to Fig. A-1) <br />• <br />CASE <br />NO. DESCRIPTION SPOIL <br /> <br />g C W CLAY LAYER <br /> <br />tl C W WATER <br />CONDITIONS EARTHQUAKE <br />COEFFICIENT FACTOR <br />OF <br />SAFETY <br /> EFFECTIVE STRESS CONDITION <br />26 NORMAL CONDITIONS 34 0 100 25 500 125 NO WATER NO E.O. 2.00 <br />27 VARY SPOIL FRICTION 30 1.73 <br />28 38 2.05 <br />29 VARY SPOIL UNIT WEIGHT 90 2,02 <br />30 1 10 1.96 <br />31 VARY CLAY FRICTION 15 1,q0 <br />32 30 2p2 <br />33 VARY CLAY COHESION 250 1.83 <br />34 750 2.02 <br />35 VARY WATER CONDITIONS WATER FROM TOE TO 1/2 HEIGHT AT CREST 1.32 <br />36 (Refer to Fig. A-1) WATER FROM 1/2 DISTANCE (TOE TO CREST) 1.51 <br /> TO 1/2 HEIGHT AT CREST <br />37 WATER FROM TOE TO 1/4 HEIGHT AT CREST 1.47 <br />38 WATER FROM 1/2 DISTANCE (TOE TO CREST) 1.58 <br /> TO 1/4 HEIGHT AT CREST <br /> TOTAL STRESS CONDITIONS <br />39 NORMAL CONDITIONS 34 0 100 15 750 125 NO WATER NO E.O. 1.55 <br />41 VARY SPOIL FRICTION 30 1,51 <br />42 38 1.60 <br />43 VARY SPOIL UNIT WEIGHT 90 1.60 <br />44 110 1.51 <br />45 VARY CLAY FRICTION 10 1,E7 <br />46 20 1.84 <br />47 VARY CLAY COHESION 500 1,qp <br />48 1000 1,70 <br />49 VARY EARTHQUAKE COEFICIENT 0.05 1.32 <br />50 0.10 1.15 <br />s1 o.1s 1.01 <br />O INDICATES FRICTION ANGLE (Degrees), G INDICATES COHESION (psi, W INDICATES UNIT WEIGHT (pcf) <br />