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s <br />• • <br />Table 1. Average Effective Shear Strength of Compacted Soils. <br />UNIFlFD <br />wsslr7c,tnoN <br />GW <br />GP <br />GM <br />GC <br />SW <br />SP <br />SM <br />SM-SC <br />SC <br />ML <br />ML-CL <br />CL <br />OL <br />MH <br />CH <br />OH <br />5011 TYPE <br />well graded clean gravels, gravel-sand mixture <br />poorly graded clean gravels, gravel sand mixture <br />silty gravels, Poorly graded gravel-send-silt <br />clayey gravels, poorly graded gravel-sand-clay <br />well greded clean sands, gravelly sands <br />poorly graded clean sands, sand•gravel mixture <br />silty sands, poorly graded sand-silt mixture <br />sand-silt-clay with slightly plastic fines <br />clayey sands, poorly graded sand-clay mixture <br />inorganic silts and clayed silts <br />mixtures of inorganic silts and clays <br />inorganic clays of low to medium plasticity <br />organic silts and silty clays of low pluticity <br />inorganic clayey silts, elastic silts <br />inorganic clays of high plasticity <br />orgmic clays and silty clays <br />PROCTOR <br />MA%IMUM <br />DRY <br />DENSITY <br />pcf COMPACTION <br />OPTIMUM <br />MOISTU aL' <br />CONTENT <br />% <br />AS COMPACTlD <br />COHESION <br />C• <br />tsf <br />SATUP.ATP-D <br />CONPSION <br />Crar <br />tsf <br />FR11'110N <br />ANI1GL! <br />W <br />deg <br />>119 <13.3 • • >38 <br />> 110 <12.4 • • >37 <br />>114 <14.5 • • >34 <br />>113 <14.7 • • >31 <br />11915 13.312.5 0.41±0.04 • 38±1 <br />11012 12.411.0 0.24±0.06 • 3731 <br />11411 14.5'_0.4 0.5310.06 0.2110.QT 3431 <br />11911 12.810.5 0.2110.07 0.1510.06 3333 <br />11511 14.710.4 0.7810.16 0.1230.06 3113 <br />10311 19.210.7 0.70±0.10 0.093• 3212 <br />10912 16.810.7 0.6610.18 0.231• 3212 <br />10811 17.313 0.9110.11 0.1410.02 2812 <br /> <br />8214 36.313.2 0.7610.31 0.2110.09 2533 <br />9412 25.511.2 1.0710.35 0.1230.06 1913 <br /> <br />•drmrca ituuf5cirnt data, > is gteata than, < is Iw than <br />(After Bttrwt of Reclamation, 1973; 1 pd~137.1 N/mr, 1 of-93.8 kPa) <br />