Laserfiche WebLink
• ~ • <br />a7oo <br />~' RECLAIMED <br />w <br />w PROFILE <br />LL <br />Z 8600 <br />O <br />Q <br />w 1.5 <br />w 1 ~~ <br />i 8500 -~~! <br />0 100 <br />8700 <br />TYPICAL CRITICAL SLIP SURFACE <br />FOR PSEUDOSTA.TIC CONDITIONS ~ <br />w <br />w <br />LL <br />1.5 , 8600 Z <br />75 1~ ~ / ~ <br />O <br />I Q <br />~ ~/ > <br />w <br />.. ... 8500 <br />200 300 400 500 600 700 800 <br />DISTANCE -FEET <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL Y 0 c <br />TYPE DESCRIPTION IPDFI IDEGI IPSFI <br />Oj WASTE tt0 95 - <br /> ROCK <br />O NATURAL t00 ~~ - <br /> SOIL <br />RESULTS OF STABILITY ANALYSIS <br /> <br /> <br />CASE <br /> <br />DESCRIPTION STATIC <br />SAFETY <br />FACTOR PSEUDOSTATIC* <br />SAFETY <br />FACTOR <br />1 OPERATIONAL DESIGN 1.6 1.1 <br />2 RECLAIMED DESIGN 2 Z 1.4 <br />* PSEUDO ST ATIC COEFFICIENT OF O.t50 USED. <br />PROJECT NO. PREPARED BY: FIGURE D.3-Z <br />14705 <br />DATE <br />seas WASTE ROCK DISPOSAL <br />REVISION STEFFEN ROBERTSON & KIRSTEN (U. S.) AREA D STABILITY <br />0 Consulting Engineers 8 Sclentlsts <br />