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4 <br />1 <br />Class: EIP!wgg4 <br />Dm Type: <br />13Applicalion (Coal only) .: .. I r <br />— I r I I I <br />SAMPLE <br />SYMBOL <br />I <br />SM6D, <br />DRY <br />__ <br />... <br />EMEEMEMIMEM <br />NO. <br />(FT) <br />(PCF) <br />PRESSURE <br />Q ( <br />(r3CPSF) <br />)- <br />BEFORE TEST <br />AFTER TEST <br />( <br />0 <br />TH -I <br />MENOMONEE <br />5.8 <br />26.9 <br />98 <br />720 <br />2 <br />0 <br />TH -1 <br />2' <br />5.8 <br />IF <br />o /■■■■■■■■■ <br />98 <br />1440 <br />3 <br />TH -1 <br />2' <br />5.8 <br />26.9 <br />98 <br />2880 <br />4 <br />■ <br />- <br />- <br />- <br />- <br />EMIMIMEEM <br />11m[1 <br />0 _ <br />0 3 2 3 4 S 6 7 6 9 10 <br />AXIAL STRAIN (E) (S) <br />V. <br />6 <br />V <br />v <br />p <br />p <br />W <br />c <br />a <br />c <br />W <br />S <br />(10 <br />i <br />SAMPLE DESCRIPTION: CLAY SANDY, PIECES OF CLAYSTONE AND SANDSTONE, <br />STIFF, SL. MOIST, BROWN <br />mommommommoomm <br />SAMPLE <br />SYMBOL <br />DEPTH EPTH <br />MOISTURE 11%) <br />CONTENT <br />DRY <br />DENSITY <br />... <br />EMEEMEMIMEM <br />NO. <br />(FT) <br />(PCF) <br />PRESSURE <br />Q ( <br />(r3CPSF) <br />)- <br />BEFORE TEST <br />AFTER TEST <br />( <br />0 <br />TH -I <br />MENOMONEE <br />5.8 <br />26.9 <br />98 <br />720 <br />2 <br />0 <br />TH -1 <br />2' <br />5.8 <br />26.9 <br />98 <br />1440 <br />3 <br />TH -1 <br />2' <br />5.8 <br />26.9 <br />98 <br />2880 <br />4 <br />■ <br />- <br />- <br />- <br />- <br />EMIMIMEEM <br />- <br />- <br />(SAMPLE 0 (SAMPLE <br />2) (SAMPLE 3) (SAMPLE 4) <br />PEAK DEVIATOR STRESS( O) -03) (PSF) = 1980 2130 <br />2080 - <br />EXCESS PORE -WATER PRESSURE(DU)(PSF)= 330 920 <br />1200 <br />- <br />EFFECTIVE AXIAL STRESS ( a')) (PSF) = 2370 2650 <br />3770 - <br />EFFECTIVE LATERAL STRESS(63)(111512) = 390 520 <br />1690 _ <br />0 <br />ME <br />M <br />. <br />0M■■■ <br />04 <br />V. <br />6 <br />V <br />v <br />p <br />p <br />W <br />c <br />a <br />c <br />W <br />S <br />(10 <br />i <br />SAMPLE DESCRIPTION: CLAY SANDY, PIECES OF CLAYSTONE AND SANDSTONE, <br />STIFF, SL. MOIST, BROWN <br />mommommommoomm <br />SAMPLE <br />SYMBOL <br />DEPTH EPTH <br />MOISTURE 11%) <br />CONTENT <br />DRY <br />DENSITY <br />CONFINED <br />NUMBER <br />NO. <br />(FT) <br />(PCF) <br />PRESSURE <br />Q ( <br />(r3CPSF) <br />)- <br />BEFORE TEST <br />AFTER TEST <br />( <br />0 <br />TH -I <br />2' <br />5.8 <br />26.9 <br />98 <br />720 <br />2 <br />0 <br />TH -1 <br />2' <br />5.8 <br />26.9 <br />98 <br />1440 <br />3 <br />TH -1 <br />2' <br />5.8 <br />26.9 <br />98 <br />2880 <br />4 <br />■ <br />- <br />- <br />- <br />- <br />EMIMIMEEM <br />- <br />- <br />(SAMPLE 0 (SAMPLE <br />2) (SAMPLE 3) (SAMPLE 4) <br />PEAK DEVIATOR STRESS( O) -03) (PSF) = 1980 2130 <br />2080 - <br />EXCESS PORE -WATER PRESSURE(DU)(PSF)= 330 920 <br />1200 <br />- <br />EFFECTIVE AXIAL STRESS ( a')) (PSF) = 2370 2650 <br />3770 - <br />EFFECTIVE LATERAL STRESS(63)(111512) = 390 520 <br />1690 _ <br />• • • <br />mommommommoomm <br />... <br />MEN <br />m".-MMEMMEMEM <br />MMMMIME <br />M <br />■ <br />■■ <br />■ <br />■■ <br />... <br />EMIMIMEEM <br />■ <br />■ <br />■ <br />■ <br />■■ <br />0 <br />ME <br />M <br />04 <br />MEN, <br />0 1 2 3 4 5 6 7 B 9 10 0 1000 zvvv 3000 4000 <br />AXIAL STRAIN (C) (Y,) EFFECTIVE PRINCIPAL STRESS ( &)(PSF) <br />Doc Date:19✓11/2001 <br />-n RESULTS OF CONSOLIDATED - UNDRAINED TRIAXIAL TEST <br />JOB NO. 16.18 WITH PORE PRESSURE MEASUREMENTS <br />q��p p <br />FI G. 8 -1® <br />006854 <br />