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GP-DV-EQ.OPT <br />************************************************************* <br />** Factor of safety calculation for surface # 8894 ** <br />** failed to converge within FIFTY iterations ** <br />** ** <br />** The last calculated value of the FOS was 22.2079 ** <br />** This will be ignored for final summary of results ** <br />************************************************************* <br />Circular surface (FOS= 22.2079) is defined by: xcenter = 278.05 <br />ycenter = 967.16 Init. Pt. = 235.00 Seg. Length = 8.00 <br />------------------------------------------------------------------- <br />************************************************************* <br />** Factor of safety calculation for surface # 8941 ** <br />** failed to converge within FIFTY iterations ** <br />** ** <br />** The last calculated value of the FOS was 34.7527 ** <br />** This will be ignored for final summary of results ** <br />************************************************************* <br />Circular surface (FOS= 34.7527) is defined by: xcenter = 282.61 <br />ycenter = 1197.83 Init. Pt. = 235.00 Seg. Length = 8.00 <br />------------------------------------------------------------------- <br />************************************************************* <br />** Factor of safety calculation for surface # 8994 ** <br />** failed to converge within FIFTY iterations ** <br />** ** <br />** The last calculated value of the FOS was 22.8593 ** <br />** This will be ignored for final summary of results ** <br />************************************************************* <br />Circular surface (FOS= 22.8593) is defined by: xcenter = 280.98 <br />ycenter = 767.70 Init. Pt. = 235.00 Seg. Length = 8.00 <br />------------------------------------------------------------------- <br />Factors of safety have been calculated by the <br />* * * * * SIMPLIFIED BISHOP METHOD * * * <br />The most critical circular failure surface <br />is specified by 18 coordinate points <br />Point x-surf y-surf <br />No. (ft) (ft) <br />1 234.71 203.18 <br />2 242.70 203.01 <br />3 250.69 203.48 <br /> Page 4