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• • <br />W <br />°' TABLE 13-4B1 <br />Table 3.1 Average Effective Shear Strength of Compacted Soils <br /> <br /> <br /> <br />NIFIED <br />ClA59FlUTIDN <br /> <br /> <br /> <br />OIL T\PE PROC(OR <br />h1A%IMUM <br />DRY <br />DENSITY <br />p[( COMPACTION <br />OPTIMUM <br />M0151URE <br />CONTENT <br />'k <br />AS COMP.AR ED <br />COHESION <br />c~ <br />IS( <br />SxTCRAiED <br />COIII MOC <br />c,,. <br />Id <br />FRICIIII~ <br />T~LIf <br />b <br />dcC <br />G\V well graded clean gravels, gravcl~sand m..vure >119 <17.3 >'% <br />GP poorly graded clean gravels. gravel sand mixture >I10 <12.1 • >37 <br />GA1 sihy gravels, poorly graded grm'cl-sand-sill >II4 U3.5 >?~ <br />GC clayey gravels. poorly graded gravel-sand-clay >IIS <14.7 • >?I <br />S\\' wdl graded clean sands, gravelly sands 1195 13.3'2.5 041_0.0.7 J3_I <br />SP poorly graded clean sands, sand-gravel mixture I10?2 12.4_1.0 0.21_0.06 ?7.1 <br />Sh1 silty sands, pewrly gmded sand-sih mixture 11111 11.5x0.1 0.53x006 021x007 31_1 <br />Sh1-SC sand-silt-clay with slightly plastic Cmes 119x1 IT_.8205 0.21_0.07 O 152006 ?J c? <br />SC clayey sands, poorly graded sand-clay mixture IISxI I3 7201 0.7810.16 0.12_005 J1=? <br />h1L inorganic sibs and cloyed silts 103'_1 19'107 070x0.10 009 ~' 3'c'_ <br />AIL-CL mixtures of inorganic sibs and C13y'S 109'_2 16 82U 7 0.6610.18 0 232' ?_n_ <br />CL inrnganic clays of low to mrdium plaslicily IOR.I 17.7x3 0.91x0.11 0.14x002 '_R.2 <br />OL organic sibs and 5111)' C1])'s of low plaslicily ' <br />NH inorganic clayey sibs, elastic silo 82'_4 36.323? 076_031 0.212009 _'S _? <br />CH inorganic clays of high plaslicily 9122 25 Sx 1.2 107x0 Js 0 I2xUAR I9cS <br />OH organic clay's and silly clays <br />'dcnoms insuffioem Jam, > is greaser Than. < is Ins Than <br />fAGer Uurcau of Reclamalinn, 1977: I p[(=157.1 N/m', I Is(=95 B kPa) <br />*Hunag 1983. Stability Analysis of Earth Slopes <br />