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r. WeWrxVUObwe nVmY w¢yoesnxxa imX3Flti1 YID xmXaFlL -a vpnmi SNiry nuwsrm maw BN Fui co1DR <br />i <br />Note uerw wean ao = <br />Embankment data O 100% compaction ( /I) b SB -Slope w hl-pdtl results (Geolechnlwl ErpinepNg (coup) ABI YQ �pN YINf <br />density II4 <br />caheslan bbl srt emXm -Ir -¢ <br />PHI - 50 row el a.aee <br />lssm em , <br />Embankment data O 55% compaction ( /1) far SO-Slope - M -axi results (Geotedmkal Engineering Group) rams w sum uma si -mnrs peocul <br />deneily - 114 <br />cohesion - 7.5pei <br />PHI - 55 <br />Note _ <br />Embankment 0ala O t00S compaction (/2) for SB -Slope trl -axial results (Geatechnical Engineering Group) <br />cohesion 3.1De _men v„om, rsk rwr.. N ®e <br />PHI - 50 k a wen vier - eeem.IN q, r -ma <br />Embankment data O 85% compaction (/1) for S8 -Slope VI -axial results (Geotachnical Engineering Group) FACTOR OF SAFETY =8.49 <br />density - 114 <br />REG <br />cohesion - 2.00al /S <br />PHI - 40 (� <br />V <br />fr 4 Ibwna i.wa <br />lmm0 a..- <br />I pen v; G) �/ to <br />M. <br />i Ira'eoa IOa.000 �.Om and embankment wll l in) �rrQ <br />a Immc Imam .am a ( type <br />ira.mo u¢mo 0.om <br />a m.mp em o.m0 <br />to <br />e 1.600 aneeoo 0000 <br />IaR.mp nn Ma o.oao <br />e Iwaem nemo oaao <br />m IY wmi°>al°p0m euX°'x mewvi0°0 <br />atl -IY OV! ®i eaMO 91M[ emP6 <br />�SS1�NN- <br />pond (water) ee dt an. below top or earn �� <br />wturati0n Ilna <br />200 <br />t <br />of n <br />M1V g <br />ound <br />eon t <br />o 02 <br />150 <br />5 <br />g <br />7 <br />8 <br />9 <br />l00 <br />10 <br />o a Q <br />g 0 4 <br />