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CPT Interpretations ! <br /> a(MO14V1 Equivalent clean sand correction pgc1N= Kc, •grl1V 5 <br /> I-Kcrr <br /> Where: Kcar Is defined as: <br /> 0.0 for FC<5% <br /> 0.0267•(FC-5) for 5%<FC<35% <br /> 0.5 for FC>35% <br /> FC-Fines Content in% <br /> QciNa Clean Sand equivalent QciN gcfNcs=qON+dgciN 5 <br /> lc Soil index for estimating grain characteristics !c=((3.47-logQ)�+(1vg F+ <br /> FC Fines content(%) FC=1.75(lc' )-3.7 <br /> S �, <br /> FC=100 for is n 3.5 <br /> FC=O for fc<1.28 i <br /> 2.6 AND Rfn<0..5 <br /> PHI Friction Angie <br /> Campanella and Robertson � 1 <br /> Durunoglu and Mitchel <br /> Janbu <br /> t <br /> .Dr ... Relative DensTicino Sandity � <br /> Hokksund Sand <br /> Schmertmann 1976 <br /> Jamiolkowski-Ali Sands <br /> OCR Over Consolidation Ratio ?... <br /> state 9 <br /> Parameter i." .... . <br /> GRR Cyclic Resistance Ratio �" <br /> - - -- - .._.,,. <br />