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SFRWDI2F.OPT <br />** Factor of safety calculation for surface # 202 ** <br />failed to converge within FIFTY iterations ** <br />** The last calculated value of the FOS was 7.7389 ** <br />** This will be ignored for final summary of results <br />The trial failure surface in question is <br />defined by the following 11 coordinate points <br />Point x-surf y-surf <br />I No. (ft) (ft) <br />1 309.58 12.53 <br />2 311.72 10.43 <br />3 314.33 8.95 <br />' 4 317.23 8.18 <br />5 320.23 8.18 <br />6 323.14 8.93 <br />7 325.75 10.41 <br />8 327.90 12.50 <br />9 329.45 15.06 <br />10 330.30 17.94 <br />11 330.34 19.45 <br />-- WARNING -• WARNING -- WARNING -- WARNING -- (# 48) <br />Negative effective stresses were calculated at the base of a slice. <br />- This warning is usually reported for cases where slices have low self <br />weight and a relatively high "c" shear strength parameter. in such <br />cases, this effect can only be eliminated by reducing the "c" value. <br />------------------------------------------------------------ <br />USER SELECTED option for unrestricted values of strength <br />------------------------------------------------------------ <br />** Factor of safety calculation for surface # 216 ** <br />failed to converge within FIFTY iterations <br />** The last calculated value of the Fos was 16.1889 ** <br />This will be ignored for final summary of results ** <br />The trial failure surface in question is <br />defined by the following 10 coordinate points <br />Point x-surf y-surf <br />No. (ft) (ft) <br />1 309.58 12.53 <br />2 311.81 10.53 <br />3 314.52 9.23 <br />4 317.48 8.74 <br />5 320.46 9.10 <br /> Page 3