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~J <br />• .f <br />Table 1 -Strength Parameters of Various Soil Types <br />o~ <br />< ~ 9 <br />w <br />t~ $ u = <br />N <br />W <br />O <br />N <br />L <br />Z~ <br />8 ~~8 <br />eG ~ } <br />O ~ A ~ 4 <br />a ~ 4 <br />3. Strength <br />in Slope <br />Based on <br />density tests, <br />for this <br />the following <br />parameters: <br />Embankment <br />SM-SC soil) <br />a) maximum <br />• Ibs/cu.ft (this <br />REVISED MARCH 2 <br /> <br />x <br />0 <br />w <br />~a~ <br />m !~ "f ~"~ R1 t~l N N N Hl Vl <br />A A A /~ M M ta~f M C1 tNl tN~l N N~ <br />odo O oC~+, <br />0 0 0+ a 0 0 0 <br />N ~ ~ O Nd.. NN. <br />0 0 0 0 0 0 0 0' <br />O O O O~ O W~ M M <br />0 0 0 0 0 0 0 0 0 0 <br />• + + + +I +I +I +I +1 +I +I +I • +I +I + <br />a e~hraryo orea ns <br />d d d d o d d d d .: <br />f~l V N !~ V1 ~~ h~ h r N N. <br />~ yQ V N ~00000tn n1 <br />.. +i +l +~ +l +l +i +l +i . +l +l . <br />V V V V ma~nmr,Nmcn ,n ~n <br />.+ „ +I +i +1 H +I +I +1 +I • H +I • <br />N A j~ A o.o~a~m g.m N~ <br />0 o m <br />K~Kp T - <br />F y <br />yy ~i ~ gg <br />~b~ .w <br />~u~3 3'~~~ a0. <br />".' ~.3 > ~'~ 4 Wm 7 ~ 9 ~ V .p m <br />yu ~ W~.pWpe m~ r° $7 °~ ~ 'ao <br />4W C ~ M N C ~ ~ ~ ~ ~ w •~ ~% ~ y <br />W G ~ i0~ o o ~ <br />~~8 - ~~gm b,, "° <br />u $ T 8 .9 <br />•~ > 5 '3 '~ ~~ u v <br />3 <br />~=•9 '~ 4? ~.0 5~8 S o~ S ~~ <br />3 $,•~ v 3 <br />~ t~ <br />~~~v~~yy~~~c~ox~io <br />m <br />waw~ <br />S <br />~z <br />v~ <br />~~ <br />h~ <br />n~ <br />~~ <br />$_ <br />i; ~ <br />>_ ° <br />~~ <br />3~ <br />s~ <br />Parameters Used <br />Stability Analysis <br />Table 1 and the <br />the soil materials <br />analysis will have <br />strength <br />(classified as an <br />dry density 119 <br />is conservative <br />