Laserfiche WebLink
., <br />StylITM WIlL1AMS CONSULTANTS, INC. <br />Table 1 <br />Slope Stability Analyses Results <br />Facility Section Type of Failure Static FOS Pseudostatic FOS <br />SGOSAE q Circular 1.8 1.4 <br /> W ed a 1.8 1.5 <br /> A Circular 1.9 1.5 <br />ECOSA Wed a 2.0 1.6 <br /> B Circular 1.8 1.5 <br /> Wedge 1.9 1.5 <br />