Laserfiche WebLink
' CPT Interpretations <br /> IeQc1N1 Equivalent clean sand correction aq c1N= KCPT 9 c1N 6 <br /> IWhere Kora is defined as <br /> 0 0 for FC<5% <br /> I 0 0267•(FC-5) for 5%<FC<35% <br /> 05 for FC>35% <br /> FC-Fines Content in% <br />' Qci Nes Clean Sand equivalent Qci N gclNcs=gc1N+dgc1N 5 <br /> 1c, f Soil index for estimating grain charactenstics !c=j(3 47-logQ)z+(log F+ 1 22)2 f 5 I 5 <br />' FC Fines content(%) FC=1 75(le")-3 7 8 <br /> FC=100 for lc>3 5 <br /> FC=O for!c< 126 <br /> FC=5%if 164<!c<2 6 AND Rfn<O 5 <br /> I PHI I Friction Angle Campanella and Robertson 1 <br /> Qurunoglu and Mitchel <br /> Janbu <br /> Dr Relative Density Ticino Sand 1 <br /> Hokksund Sand <br /> Schmertmann 1976 <br /> Jamiolkowski-All Sands <br /> OCR Over Consolidation Ratio 1 <br /> State I I I 9 <br /> Parameter <br /> CRR Cyclic Resistance Ratio f 7 <br /> I <br /> I <br /> I <br /> EGG <br /> I <br />