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Procedure for the evaluation of soil liquefaction resistance (sandy soils) - Moss et al. (2006) <br />€PT <br />ch, fs, 4 <br />< 4 < 4 cut-off <br />Initial estimate using raw tip measurements, friction <br />ratio. Calculate qu. Repeat undl an acceptable <br />convergence tolerance is achieved. <br />'f 2 <br />c=f 1. %- <br />'C <br />C . <br />q <br />P <br />a <br />C <br />¥ <br />'Clt, l=(q 'qt <br />1.045 <br />qt, i + qu 6. 110 ·Rf + t).001· Rf+c·1+ 0.850 -Rf- 0,848 · Inklw )-0.002 ·Inc -20.923 +1.632 -0CRR = exp 7.177 <br />Cuq v. 1.5.1.16- CFT Liquefaction Assessment Software <br />SL Rvcd 2019.01.21 <br />gir