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<br />EM 1110-2-1913 <br />31 Mar 78 <br /> <br />1.4 <br /> <br /> 1.2 <br />u <br />U 1.0 <br />,;: <br />us <br />0 <br />~ 0.. <br /> <br />LEGEND <br /> <br />gYM SOL <br /> <br />DISTRICT <br /> <br />o ST. LOUIS <br />o MEMPHIS <br />.& VICKSBURG <br />. NEW ORLEANS <br />NOTE: Cc ~ = (0.010 TO O.1S) W'7. <br /> <br />z <br />o <br />in <br />(1) 0.6 <br />us <br />~ <br />~ <br />~ 0.4 <br />o <br /> <br />0.2 <br /> <br />o <br />o <br /> <br />u <br />U <br />X 6 <br />us <br />o <br />z <br />z <br />o <br />~ 4 <br />us <br />. <br />. <br />. <br />o <br />u <br /> <br />. <br /> <br />2 <br /> <br />o <br />o <br /> <br />. <br /> <br /> <br />10 <br /> <br />2D <br /> <br />40 <br /> <br />. <br /> <br /> <br />LINE OF REGRESSrON <br />Cc =O.OJJ (Lt. 16). <br /> <br />. <br /> <br />Cc - 0.009 (Lt- TO} <br />~TERZACHI & PECK) <br /> <br />. <br />C <br /> <br />. <br /> <br />30 <br /> <br />(a) <br /> <br />50 60 70 eo <br />LIQUID LIMIT, LL <br /> <br />90 <br /> <br />100 110 120 130 <br /> <br />Compression index versus liquid limit <br />for normally consolidated soils <br /> <br /> <br />6 . <br />VOID RATIO, e <br />FOR Pc-SOD PSF <br /> <br /> <br />2 <br /> <br />4 <br /> <br />10 <br /> <br />12 <br /> <br />14 <br /> <br />(b) Compression index versus initial <br />void ratio for tidal marsh <br /> <br />Figure 3-3. Example correlations for consolidation characteristics <br />of fine-grained soils (after Kapp, ref. A-5e) <br /> <br />~. <br /> <br />3-8 <br /> <br />e <br /> <br />. <br /> <br />~ <br /> <br />~ <br /> <br />e <br />