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5 <br /> 4 <br /> Z <br /> W <br /> C0 <br /> (1) 3 <br /> W <br /> M <br /> F- <br /> o <br /> 2 <br /> W <br /> 0 <br /> 0 <br /> 0 5 :10 15 20 <br /> AXIAL STRAIN (percent) <br /> SPECIMEN TYPE UNDISTURBED SHEAR STRENGTH 2262 PS. <br /> DIAMETER (in) 2.8 DO STRAIN AT FAILURE 3.3 'A <br /> MOISTURE CONTENT 25.2 % CONFINING PRESSURE 2400 PS! <br /> DRY DENSITY 92 pcf 1 STRAIN RATE 0.60 %IM11 <br /> 1CLASSIFICATION BROWN LEAN CLAY (CL) ISOURCEBH-2/ST-4 @ 18 <br /> Harding Lawson Associates Unconsolidated - Undrained <br /> Engineers.Geologists Triaxial Compression Test Report <br /> Geophysicists <br /> DRAWN JOB NUMBER APPROVED WE REVISED DATE <br /> 05561.078.01 9A 05-21-1992 <br />