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15 <br />12 <br />l!.4 <br />0 5 a v a.. <br />AXIAL STRAIN (percent) <br />+, <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />5145 <br />psf <br />DIAMETER (in) 2.87 HEIGHT (in? <br />6.00 STRAIN AT FAILURE <br />3.2 <br />% <br />MOISTURE CONTENT 21.0 <br />% CONFINING PRESSURE <br />2000 <br />psf <br />iO4 <br />p cf STRAIN RATE <br />0.60 <br />%/min <br />DRY DENSITY <br />SOURCEBH-4/PB-3 <br />@ 15. <br />CLASSIFICATION BROWN LEAN CLAY <br />(CL) <br />Unconsolidated - Undrained <br />Harding Lawson Associates <br />Engineers, Geologists <br />Triaxial Compression Test Report <br />8 Geophysicists <br />DRAWN 108 NUMBERREVISED <br />APPROVED 05-21-199 <br />DATE <br />05561.078.01 <br />�,\ <br />