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s <br />4 <br />C� <br />i <br />111111711. <br />0 5 zV <br />AXIAL STRAIN (percent) <br />I• <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />2262 <br />P: <br />DIAMETER (in) 2.87 HEIGHT (in) <br />Cf) ` <br />3.3 <br />W <br />25.2 <br />96 CONFINING PRESSURE <br />2400 <br />PS. <br />(n <br />MOISTURE CONTENT <br />tz <br />0.60 <br />O <br />DRY DENSITY 92 <br />pct STRAIN RATE <br />SOURCEBH-2/S7-4 <br />Q <br />@ 18 <br />CLASSIFICATION BROWN LEAN CLAY <br />W <br />C� <br />i <br />111111711. <br />0 5 zV <br />AXIAL STRAIN (percent) <br />I• <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />2262 <br />P: <br />DIAMETER (in) 2.87 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />3.3 <br />25.2 <br />96 CONFINING PRESSURE <br />2400 <br />PS. <br />MOISTURE CONTENT <br />0.60 <br />%/mh <br />DRY DENSITY 92 <br />pct STRAIN RATE <br />SOURCEBH-2/S7-4 <br />@ 18 <br />CLASSIFICATION BROWN LEAN CLAY <br />(CL) <br />Unconsolidated -Undrained <br />Harding Lawson Associates <br />H <br />i = Engineers. Geologists <br />Triaxial Compression Test Report <br />" 8 Geophysicists <br />DRAWN JOB NUMBER <br />APPROVED DATE <br />05-21-1992 <br />RMSED DATE <br />05561.078.01 <br />