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' CPT Interpretations <br />' AQc1 Ni Equivalent dean sand correction 4gc1 N W Kcp' .gciN 5 <br /> 1-K,,, <br />' Where KcPr is defined as <br /> 0 0 for FC<5% <br /> 0 0267 a(FC-5) for 5%<FC<35% <br />' 05 for FC>35% <br /> FC-Fines Content in% <br />' Qc1 Ncs Clean Sand equivalent Qc1 N _ gciNcs=gc1N+Age1N 5 <br /> Ic Soil index for estimating gram characteristics Ic=((3 47-1ogQ)Z+(14 F+l 22)x)°s 5 <br />' FC Fines content(%) FC=1 75(lcj--'6)-3 7 a <br /> FC=100 for fo>3 5 <br /> FC--O for Ic<1 26 <br /> FC=5%tf 164<1c<2 6 AND Rfir<0 5 <br /> PHI Friction Angie Campanella and Robertson 1 <br />' Durunogiu and Mitchel <br /> Janbu <br /> Dr Relative Density Tano Sand 1 <br /> Hokksund Sand <br />' Schmertmann 1976 <br /> Jamtolkowskt-Alt Sands <br /> OCR Over Consolidation Ratio 1 <br /> State <br /> S <br /> I Parameter <br /> CRR Cycicc Resistance Ratto 7 <br /> I . <br /> I <br /> I <br /> EGG <br /> I �� <br />