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<br />EM 1110-2-1913 <br />31 Mar 78 <br /> <br />!: <br /> <br />;n <br />w <br />w <br />.. <br />" <br />w <br />e <br />z <br />2 <br />... <br />!! <br />.. <br />.. <br />..J <br />.. <br />Z <br />.. <br />w <br />... <br />! <br />.. <br />o <br />w <br />..J <br />.. <br />Z <br />.. <br /> <br />45 <br /> <br /> <br />40 <br /> <br />RELATIVE DENSITr <br /> <br />35 <br /> <br />30 <br /> <br />,'D8TA INED 'ROil <br />E"ECT I VE STRESS <br />'AlLURE EN'EtDfES <br />AffRDIt/IIATE CDIIIlELATIDII <br />/5 'DR CDNES/ONtESS <br />IIATERIALS "ITHOUT <br />"LAST Ie FINES <br />lU o.s <br /> <br />25 <br /> <br />IUS <br /> <br />fOROS/Tr. ft ('OR G .2.681 <br />#.,4 ~ #.J #045 <br /> <br />0.5 _ <br /> <br />.2 / /0 <br />20 75 80 <br /> <br /> <br />0.2 &I./S <br />140 150 <br /> <br />130 <br /> <br />DRY UNIT WEIGHT (Yo), PCF <br /> <br />(a) Angle of internal friction versus unit <br />weight (from NAVFAC DM-7 ref. A-4) <br /> <br />Figure 3-5. Example correlations for properties of <br />coarse-grained soils <br /> <br />3-12 <br /> <br />e <br /> <br />. <br /> <br />e <br /> <br />.. <br /> <br />e <br />