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5 �. . <br /> A <br /> C/) <br /> .]G <br /> Cn <br /> (A 3 <br /> W <br /> c <br /> O <br /> F- 2 <br /> _Q <br /> W <br /> 1 ... ., <br /> Oil <br /> 0 5 10 15 20 <br /> AXIAL STRAIN (percent) <br /> a <br /> SPECIMEN TYPE UNDISTURBED SHEAR STRENGTH 2286 Psf <br /> DIAMETER (in) 2.87 1 HEIGHT (in) 6.00 STRAIN AT FAILURE 6.0 `X' <br /> MOISTURE CONTENT 27.9 CONFINING PRESSURE A200 psf <br /> DRY DENSITY 92 pcf STRAIN RATE 0.60 %/min <br /> CLASSIFICATION BROWN SILTY SAND (SM) SOURCEBH-1/ST-7 !2 33. <br /> Harding Lawson Associate: Unconsolidated - Undrained PLATE. <br /> =t i=,e Engineers.Geologists Triaxial Compression Test Report <br /> 8 Geophysicists w ;• <br /> DRAVM JOB NUMBER APPROVED DATE REVISED DATE - <br /> 05561.078.01 05-20-1992 <br />