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CPT Interpretations 'k <br /> dQciN1 Equivalent ciean sand correction 'EcIN 5 <br /> I!- <br /> 1-Kcrr <br /> 'I <br /> where: Kcrs is IdeIned as: <br /> I� IR <br /> 0-0 for FC<5% <br /> 0.0267.(FC-5) for 5%<FC',<35% <br /> 0.5 for FC>35% <br /> i� 1 <br /> FC-Fines Content in'% <br /> QclNcs Clean Sand equivalent QciN gclNcs gclN+dgc1N 5 <br /> I Ic Soil index for estimating grain characteristics is=j(a47-logp)'+flog F+1•�)" 5 - <br /> FC Fines content(%) FC=1.75(ic'ss)-:,3 7.1 g <br /> FC=100forlc>35 ii <br /> FC=5%if 1,64 <br /> FC--O fnr Ic<1 <br /> !c<26 AND Rfn<0.5 <br /> CPHIam 1 a.mpanurunogu and M Robe ._,.... <br /> Fnchon An le .. .. .. Wella and,9 !� <br /> idch�l <br /> nbu <br /> Dr Relative Density Tirana Sand <br /> Hokksund Sandi <br /> Schmertmann 1976 !I <br /> Jamioikowski-All Sarids <br /> l iCR Qv�er Consolidation Ratio I _ .. _.. <br /> State !� 9 <br /> ' Parameter 9 <br /> E <br /> J <br /> CRR Cyclic Resistance Ratio ...... ._.. ___.. ... - �, ` ...... ._ 7-- <br /> - I _ <br /> ;y I <br /> X14 i <br /> I� <br /> i <br /> i� <br /> A <br /> - CONETEC �' - <br /> i <br /> If i! <br /> f <br /> r <br />