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CPT Interpretations <br /> AQc1N1 Equivalent clean sand corecbon9 <br /> Kcrr c1N <br /> rr 5 <br /> dgtiN= 1-Kc <br /> Where KcpT is defined as <br /> 0 0 for FC<5% <br /> 0 0267.(FC-5) for 5%<FC<35% <br /> 05 for FC>35% <br /> FC-Fines Content in% <br /> Qc1Ncs Clean Sand equivalent Qc1N _ - - - - - - -- gciNcs=gc1N+dgc1N ---- 5 <br /> lc Sod index for estunabng grain characteristics - - -- - 1c=((3 47-1ogQ)2+(log F+122)2 f s 5 <br /> FC - Rnes content 616 - - - FC=1 75(le 27)-37 - - 8� <br /> FC 100 for 1c>3 5 <br /> FC=O for!c<126 <br /> FC=5%d 164<1c<2 6AND R_fn<05 <br /> PHI Frncbon Angle Campanella and Robertson 1 <br /> Durunoglu and Michel <br /> Janbu <br /> Dr Relatwe Density Ticino Sand 1 <br /> Hokksund Sand <br /> Schmertmann 1976 <br /> _ Jam3ofkovvskl-AEI Sands <br /> _OCR Over Consolidation Ratio <br /> State - `- - 9 <br /> Parameter _ - <br /> CRR _ Cyclic Resistance Ratio_ - -- _ - —_ _-- _ __ _ - - �— <br /> • <br /> CONETEC <br /> m --- <br /> E <br />