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5I <br />4 <br />U) <br />x <br />3 <br />w <br />(r ' <br />F- <br />07 <br />Ir <br />0 <br />F- 2 <br />_Q <br />W <br />1 <br />0� <br />0 5 10 15 20 <br />AXIAL STRAIN (percent) <br />i <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />2286 <br />psf <br />DIAMETER (in) 2.87 1 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />6.0 <br />% <br />MOISTURE CONTENT 27.9 <br />% CONFINING PRESSURE <br />4200 <br />psf <br />DRY DENSITY 92 <br />pcf, STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) <br />SOURCEBH-i/ST-7 <br />@ 33. <br />Harding Lawson Associates <br />Unconsolidated - Undrained <br />Pt.aT- <br />Engineers. Geologists <br />Triaxial Compression Test Report <br />& Geophysicists <br />., <br />DRAWN JOB NUMBER <br />05561.078.01 <br />APPROVED DATE <br />05-20-1992 <br />nk <br />REVISED DATE <br />