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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 />. <br />0 <br />" 0,8 <br />Z <br />0 <br />;; 0.8 <br />" <br />. <br />. <br />. <br />, 0.4 <br />0 <br />U <br /> 0.2 <br /> 0 <br /> 0 <br /> <br />o <br />U <br />X · <br />. <br />o <br />~ <br />z <br />Q <br />~ . <br />. <br />. <br />. <br />, <br />o <br />u <br /> <br />~--. <br />..', <br /> <br />,,~ ...'-. <br /> <br />. <br /> <br />~ <br /> <br />LEGEND <br /> <br /> <br />SYMBOL <br /> <br />DISTRICT <br />ST. LOUIS <br />MEMPH 15 <br />VICKSBURG <br />NEW ORLEANS <br />10,010 TO O.lS) w% <br /> <br />LINE OF REGRESSION <br />C( =-0.011 (LL-16j <br /> <br />o <br />o <br />~ <br />. <br />NOTE: Cc ~ <br /> <br />. <br /> <br />. <br /> <br />C( - 0.009 (LL- 10) <br />~TERZACHI .1 PECK} <br /> <br />o <br /> <br />. <br /> <br />10 <br /> <br />20 <br /> <br />120 130 <br /> <br />'0 <br /> <br />40 <br /> <br />50 60 70 60 <br />LIQUIO LIMIT, LL <br /> <br />90 <br /> <br />100 <br /> <br />110 <br /> <br />"(a) Compression index versus liquid limit <br />for normally consolidated soils <br /> <br />8 <br /> <br /> <br />. <br /> <br />2 <br /> <br />o <br />o <br /> <br />2 <br /> <br />. <br /> <br />6 . <br />VOID RATIO, e <br />FOR P t -500 F'SF <br /> <br />10 <br /> <br />" <br /> <br />" <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 />3-8 <br /> <br />. <br />