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• <br />• <br /> <br /> <br /> <br />~ /• <br /> <br /> <br /> <br /> <br /> <br />4000 <br />3500 <br />y 3000 <br />a <br />Ib 2500 <br />)ti <br />N 2000 <br />N <br />W <br />F <br />N 1500 <br />O <br />a 1000 <br />W <br />D <br />500 <br />LL <br />a 1400 <br />d 1200 <br />v <br />W <br />N 1000 <br />N <br />W <br />Q <br />a B00 <br />W <br />F <br />a <br />600 <br />1 <br />W <br />O <br />n 400 <br />N <br />N <br />W <br />U 200 <br />x <br />W <br />O 2. 4 6 8 10 12 14 16 18 20 <br />AXIAL STRAIN ~E~ (%) <br />4000 <br />3000 <br />LL <br />N <br />a <br />ti <br />N <br />N <br />s 2000 <br />r <br />N <br />a <br />W <br />N <br />1000 <br />SAMPLE DESCRIPTION: CLAY, sgwY, BROWN (CL) <br /> MOISTURE (%) CONSOLIDATION <br />SAMPLE 80RING DEPTH CONTENT DRY DENSITY pRESSURE <br />NUMBER SYMBOL NO. (FT) BEFORE TEST AFTER TEST (PCF) ~Q3C~(PSF) <br />1 Q TH-3 2 22.1 X22.1 103.1 720 <br />~2 Q TH-3 2 22.1 22.1 103.1 1454 <br />9 0 ~ <br /> TH-3 2 22.1 22.1 103.1 2866 <br />4 0 - - - I <br />( - - <br />(SAMPLE d) (SAMPLE 2) (SAMPLE 3) (SAMPLE 4) <br />PEAK DEVIATOR STRESS ~ Ql-Q3~ (PSF) = 1667 I 2416 3653 <br />i <br />EXCESS PORE-WATER PRESSURE ~l~U)(PSF)= ~Fn 619 <br />1066 <br />EFFECTIVE AXIAL STRESS ~ Ql~ (PSF) = 2027 3251 5453 <br />EFFECTIVE LATERAL STRESS~Q3~(PSF) = 360 ~ g35 <br />i 1800 <br /> <br /> <br /> FFE TIVE S TRES OTA STRE S <br /> Q1=2 ~-1 ~ <br /> C =3 0 PSF <br />i <br />~ <br /> <br />'. <br /> <br /> ' ~ \ <br /> <br /> <br />` / ` ' \ <br /> \ <br /> ~ ~ <br /> ~ ~ ~ ~ ~ F iv p <br /> / ' t ~ ~ ~, , <br />0 2 a B e t0 Iz to is 16 20 1000 2000 3000 4000 5000 6000 ^"~ " '7000 <br />AXIAL STRAIN~E~ (%) EFFECTIVE PRINCIPAL STRESS ~Q~(PSF) pivisionothnine'aisB~Geology <br />RESULTS OF CONSOLIDATE{)- UNDRAINED TRIAXIAL ~ TEST <br />JDB NG. 22.253 WITH PORE PRESSURE MEASUREMENTS i FIG. 8-~14 <br />