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r� <br />L J <br />72 <br />2.0 <br />1.5 <br />w <br />LL <br />v� <br />u- <br />0 <br />0 <br />u <br />a <br />IL <br />1.0 <br />1.5:1 2:1 2.5 :1 <br />SLOPE RATIO (HORIZONTAL TO VERTICAL) <br />• FACTOR OF SAFETY AS A FUNCTION OF SLOPE RATIO SHALLOW.FAILURES <br />JOB NO. 8254 FIG. 9 <br />NOTE: THE FACTOR OF SAFETY <br />WAS CALCULATED FOR AN <br />INFINITE COHESIONLESS <br />SLOPE WITHOUT ANY GROUND <br />WATER <br />O <br />1.5:1 2:1 2.5 :1 <br />SLOPE RATIO (HORIZONTAL TO VERTICAL) <br />• FACTOR OF SAFETY AS A FUNCTION OF SLOPE RATIO SHALLOW.FAILURES <br />JOB NO. 8254 FIG. 9 <br />