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V <br />.1% <br />Z <br />N <br />`W`^ <br />W <br />Wry� <br />LL <br />C0 <br />W <br />O <br />1 -- <br />W <br />-W <br />0 5 10 15 i�u <br />AXIAL STRAIN (percent) <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />3302 <br />psf <br />DIAMETER (in) 2_87 1 HEIGHT (in) 6.00 STRAIN AT FAILURE <br />5.3 <br />% <br />MOISTURE CONTENT 22.6 <br />% CONFINING PRESSURE <br />6100 <br />psf <br />DRY DENSITY 104 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION BROWN LEAN CLAY <br />W/SAND (CL) SOURCEBH-2/ST-10 <br />@ 4E3.t <br />Harding (Lawson Associates <br />§ _ = Engineers, Geologists <br />& Geophysicists <br />Unconsolidated - Undrained <br />Triaxial Compression Test Report <br />PLATE <br />DRAWN JOB NUMBER <br />05561.078.01 <br />APPROVED DATE <br />M 05-20-1992 <br />REVISED DATE <br />