Laserfiche WebLink
1e <br />16 <br />c <br />X14 <br />• m12 <br />s <br />y 70 <br />0 <br />'m B <br />m <br />0 6 <br />4 <br />z <br />0 <br /> ~ ~ ~ ~ <br /> <br />Sta i <br />s 1 <br /> I <br /> <br />St^atr t <br /> <br /> <br /> <br /> <br />~l ~~ I <br />0 2 4 fi B 10 12 14 16 16 20~ 22 26 26 28 <br />Axial Streirt (%) <br />evictor Stress vs. A.~tial Sttain <br /> <br />. I <br />Stage No. 1 2 3 <br />Location B-24 ®0-20 ft <br />Height in. 3.998 3.998 3.998 <br />Diameter in. 1.881 1.381 1.881 <br />Water Content `,b 10 10 10 <br />Dry Density pcf 106 106 106 <br />o, -o, ksf 10.54 15.99 19.95 <br />of ksf L.00 3.00 5.00 <br />ar ksf 11.54 18.99 24.95 <br /> <br />of Lean Clay with Gtavel (CL-GC) <br />;d to 85 % of 125.9 pcf Modified Proctor. <br />~i ~ I <br />t e t- <br />161-- <br />o i ~ <br />14ii- <br />m 72~ <br />y t6r- <br />u '~ <br />v B <br />c <br />a` 6H ~ <br />i <br />r I ~ ~ ~ <br />~ ~ ~ ~' <br />z 4 s B 10 12 1a 1s to zo 2z 2a 26 28 <br />Axial Strain (%) <br />PrlnClpal $tre$S RattO VS. Axlal Strain <br />18. ~ <br />16; i =-r <br />s 14 i ~ ~ <br />0 12. <br />m I <br />m ta, i i ~ i i <br />m e ~ ~ ~ <br />y 6' , <br />2 4 6 B 70 12 74 16 18 20 ?2 24 26 28 <br />Compressive Stress (ksQ <br />5002 60 UNCONSOLIDATID, UNDRAINED Fig. 6 <br />2655 MAX/M TEA-`QAL SHEAR TFST RESULTS <br />