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ICPT Interpretations <br /> AQc1 N1 Equivalent clean sand correction Agcl N= K,,, •qcl N 5 <br /> 1—K,, <br /> Where Krpj is defined as <br /> 0 0 for FC<5% <br /> 0 0267•(FC-5) for 5%<FC<35% <br /> I05 for FC>35% <br /> FC-Fines Content in% <br /> -Qc1Nes Clean Sand equnralentQclN - - - - ! gclNcs=gc1N+dgclN T - 5 <br /> Ic Soil index for estimating grain characteristics ( !c-((3 47-bgQJr+(bg F+122)2 f 5 5 <br /> FC Fines content(%) w - -ry— - - -- ---- FC=1 75(A?z5j- <br /> FC=100 for/c>3 5 <br /> FC--O for!c< 126 <br /> _ FC=5%if 1 64<!c<2 6 AND Rfn<O 5 <br /> -FR6o-n Angle - -- w^^ - _ - - - Campanella and Robertson - - - 1 <br /> Durunoglu and Mitchel - <br /> _ Janbu <br /> Dr Relabw Density Ticino Sand 1 <br /> Hokksund Sand <br /> I N Schmertmann 1976 <br /> _ JamiolKow_sKi_--All Sands <br /> OCR Ores'Consolidation Ratio � <br /> State I _ - _ _ _ _ _ _ _ 9 <br /> Parameter <br /> CRR Cyclic ResistanceRat»o 7 <br /> I <br /> EGG <br /> 1 <br />