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a <br />ro <br />i <br />!D <br />w <br />U <br />z <br />W <br />W <br />LL <br />LL <br />O <br />N <br />N <br />W <br />S <br />r- <br />N <br />J <br />Q <br />a <br />U <br />Z <br />a <br />AXIAL STRAIN ~E ~ (%) <br />a <br />d <br />W <br />Q <br />m <br />m <br />W <br />Q <br />a 2 <br />W <br />t- <br />3 <br />W <br />Q <br />O II <br />a <br />m <br />N <br />W <br />U <br />sc <br />W <br />4000 <br />3000 <br />LL <br />a <br />t` <br />m <br />W 2000 <br />6 <br />H <br />m <br />a <br />W <br />S <br />f0 <br />1000 <br />gpMPLE DESCRIPTION: CLAY, SANDY, PIECES OF CLAYSTONE AND SANDSTONE, <br />STIFF, SL. MOIST, BROWN <br /> <br />8AMPLE <br />SORINO <br />pEP7H MOISTURE (~) <br />CONTENT <br />RY DENSITY CONFINED <br /> SYM80L D PRESSURE <br />NUMOER NO. <br />(FT) <br />BEFORE TEST <br />AFTER TEST <br />(PCF) <br />~[73C~(PSF) <br />1 ~ TH-I 2' S.8 26.9 9B 720 <br />2 0 TH-I 2' 5.8 26.9 98 1440 <br />~ ~ TH-I 2' S.8 26.9 98 2880 <br />4 0 - - - - - <br />(SAMPLE 11, (SAMPLE 2) (SAMPLE ]) (gAMPIE 4) <br />PEAK DEVIATOR STRESS Ql-Q3~ (PSF) = 1980 2130 2080 - <br />EXCESS PORE-WATER PRESSURE ~DU~(PSF)= 330 920 1200 - <br />EFFECTIVE AXIAL STRESS ~ Q1~ (PSF) = 2370 2650 3770 - <br />EFFECTIVE LATERAL STRESS~Q3~(PSF) = 390 520 1690 - <br /> <br /> Cave <br />- = 500 <br />15° of <br /> <br /> <br /> CORE <br />AT~ ION R <br />~ 15' NGE <br />~ <br /> <br /> i <br />LE <br />AK DEV <br />ELOPE <br />D IN SY <br />STEM <br /> DU RING TE ST ON SAMPL NO. <br /> I <br />O 1000 2000 3000 4000 <br />ICI _ <br />1 C <br />RESULTS OF CONSOLIDATED - <br />JOe NO. 16,516 WITH PORE PRESSURE <br />EFFECTIVE PRINCIPAL STRESS ~Q~(PSF) <br />UNDRAINED TRIAXIAL TEST <br />MEASUREiVIENTS <br />C <br />FIG. B-I <br />AXIAL STRAIN ~E ~ (%) <br />