Laserfiche WebLink
Procedure for the evaluation of soil liquefaction resistance (sandy soils) - Moss et al. (2006) <br />CPT <br />9, fs, Ic <br />i <br />Ic < Ic cut-off- <br />Irtitial estimate ustig raw tip measurements, friction <br />ratio. Calculate Ch,1. Repeat until an acceptable <br />convergence tolerance s achieved. <br />,f2 <br />c=f Rf <br />1f 3 <br />E € <br />C= <br />q <br />P <br />a <br />-r <br />0 <br />¥ <br />. i <br />qt, 1 = Cq. Clt <br />qtr ·qu ·0·110 -Rf)+ 6.001 ·Rf)+C·+O.850 ·R f-O.848·hIw)-O.002..(C )-20.923 +1.632-0CRR = exp <br />7.177 <br />CUq v.1.5.1.16 -CPT Uquefaction Assessment Software <br />1 11 -