2008-08-15_PERMIT FILE - M2008006

Home Browse Search

SFRWDI2F.OPT ****it**icet*?e*?r******,Utert?Arfriedriritit*irttirk4tir**rtiestint*+aiY**?kirk??Fr?,x?i??+r*,k+k * Factor of safety calculation for surface # 202 ** ** failed to converge within FIFTY iterations ** ** ** ** The last calculated value of the Fos was 7.7389 ** ** This will be ignored for final summary of results ** The trial failure surface in question is defined by the following 11 coordinate points Point x-surf y-surf No. (ft) (ft) 1 309.58 12.53 2 311.72 10.43 3 314.33 8.95 4 317.23 8.18 5 320.23 8.18 6 323.14 8.93 7 325.75 10.41 8 327.90 12.50 9 329.45 15.06 10 330.30 17.94 11 330.34 19.45 r *?**,a,????r?*:t?*s„??r*?r*???r?*??,u,??*?*???********??t?,??t?t**rt***?**+?*?t?***??t?t??r,u II - WARNING - WARNING WARNING WARNING (# 48) *?***?e*?e*?e,v,x*?t??e****,??e??u*??e,r?r?r,?,?,r**??r?sr,??t?ta? * ?r?t**?t??e?*?*?t*?***rt*,u*,urt??** Negative effective stresses were calculated at the base of a slice. This warning is usually reported for cases where slices have low self weight and a relatively high "c" shear strength parameter. in such cases this effect can only be eliminated by reducing the "c" value. ------------------------------------..___..------------. ------ USER SELECTED option for unrestricted values of strength ------------------------------------------------------------ l *********?***??*****tc,n??r*?r**?r,??e**tt*?e?i?rrt******?t**??*?e?r??rs??*?** ** Factor of safety calculation for surface # 216 ** failed to converge within FIFTY iterations ** l ** The last calculated value of the Fos was 16.1889 ** ** This will be ignored for final summary of results ** The trial failure surface in question is defined by the following 10 coordinate points Point x f y surf (ft) (ft) 1 309.58 12.53 2 311.81 10.53 3 314.52 9.23 4 317.48 8.74 5 320.46 9.10 Page 3