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F' 'TI <br />3 <br /> <br />• <br />2 <br />N <br />~[ 1 <br />1 <br />N <br />W <br />C <br />N <br />a' <br />Q <br />W <br />H <br />O.B 0.16 0.24 0.32 <br />HORI20NTAL DISPLACEMENT- INCHES <br /> <br />SAMPLE <br />MOISNRE <br />DRY <br />NORMAL <br /> <br />SORIN6 <br />DFPfN COMEM <br />i DENSITY <br />f+CF STRESS <br />KSF <br />R1 BULK 16.5 106 1, 2 Af• <br /> <br /> <br /> <br />SAMPLE TYPE P:EM~1 nFn AT C5X <br />ASTM n l.QR <br />THICKNESS 1 . n IN DIAMETER 2.5 IN <br />STRAIN RATE n. n~ IN/MIN <br />3.0 <br />2.0 <br />W <br />N <br />Y1.0 <br />N <br />W <br />K <br />N <br />cE <br />a <br />W <br />x <br />N <br />NORMAL <br />STRESS <br /> <br />NSF PEAR <br />SNEAK <br />STRESS <br />NSF RESIDUAL <br />SNEAK <br />STRESS <br />NSF <br /> <br /> <br /> <br /> <br />Peak ~ 2~° <br />Residual ~ 95° <br />Peak C t _n IcsF <br />D 4 <br />1.0 2.0 3.0 4.OResidualC n_~ KsF <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: Tt,~IreT cones o5L C~AGTT^ <br />REMARKS: <br />JOB N0. 25,863 <br />E-8 <br />Direct Shear C FIG. A-8 ) <br />Test Results <br />