Laserfiche WebLink
SAMPLE <br />MOISTURE <br />CONTENT <br />% <br />DRY <br />DENSITY <br />PCF <br />NORMAL <br />STRESS <br />KSF <br />BORING <br />DEPTH <br />1 <br />2.68 <br />9.2 <br />114 <br />1.44 <br />2 <br />9.2 <br />114 <br />2.88 <br />3 <br />9.2 <br />114 <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 />1.86 <br />2.88 <br />2.68 <br />5.76 <br />4.86 <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 />1 <br />0 <br />° e e e e e ° <br />° <br />A <br />A 00 00a e a a • <br />0 0 0 0 • 0 0 0 0 <br />000 <br />JOB NO. 21,006 <br />SAMPLE TYPE N2 BIN PAD <br />LQ <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 0.02 IN /MIN <br />0 <br />0 <br />0 <br />1 <br />NORMAL <br />2 <br />4 5 6 <br />STRESS - KSF <br />3 <br />7 8 9 10 <br />Peak 43. 36 <br />Residual d) <br />Peak C 700 PCF <br />Residual C <br />SAMPLE DESCRIPTION: GRAVEL, SILTY TO CLAYEY (GM -GC ) <br />REMARKS: <br />Direct Shear <br />Test Results FIG. 6 <br />