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SAMPLE <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />F'CF <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />2.95 <br />11.4 <br />116 <br />1.44 <br />2 <br />11.4 <br />116 <br />2.88 <br />3 <br />11.4 <br />117 <br />5.76 <br />NORMAL <br />STRESS <br />KSF <br />PEAK <br />SHEAR <br />STRESS <br />KSF <br />RESIDUAL <br />SHEAR <br />STRESS <br />KSF <br />1.44 <br />2.25 <br />1.66 <br />2.88 <br />2.95 <br />2.59 <br />5.76 <br />5.74 <br />4.95 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />THICKNESS 1.0 IN DIAMETER 2.5 IN <br />0.05 0.10 0.15 0.20 0.25 0.30 <br />HORIZONTAL DISPLACEMENT- INCHES STRAIN RATE <br />e <br />oils <br />a <br />0 <br />0 <br />1 2 3 4 5 6 7 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: GRAVEL, CLAYEY, SANDY ( GC ) <br />8 9 <br />[g <br />SAMPLE TYPE #5 MINE <br />0.02 <br />IN /MIN <br />Peak 40° <br />Residual 380 <br />Peak C 700 PSF <br />Residual C 400 PSF <br />REMARKS: <br />JOB NO. 21,006 <br />Direct Shear <br />Test Results <br />FIG. 10 <br />