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Dynamic Settlement - Set 1/2 <br />Sample # <br />Depth, ft <br />Lim. Shear Strain, ylim <br />Fa Parameter <br />Max. Shear Strain, ymax <br />AH 1, ft <br />1 <br />15.00 <br />0.11 <br />0.338 <br />0.040 <br />15.00 <br />2 <br />18.50 <br />0.02 <br />-0.490 <br />0.000 <br />3.50 <br />3 <br />20.00 <br />0.00 <br />0,000 <br />&000 <br />1.50 <br />4 <br />24.00 <br />0.00 <br />-3.105 <br />0.000 <br />4.00 <br />5 <br />25.00 <br />0.00 <br />0.000 <br />0.000 <br />1.00 <br />6 <br />35.00 <br />0.00 <br />-1.945 <br />0.000 <br />10.00 <br />7 <br />40.00 <br />0.02 <br />-0.566 <br />0.000 <br />5.00 <br />8 <br />45.00 <br />0.00 <br />-1.415 <br />0.000 <br />5.00 <br />9 <br />50.00 <br />0.00 <br />-1.153 <br />0.000 <br />5.00 <br />10 <br />51.00 <br />0.00 <br />0.000 <br />0.000 <br />1.00 <br />Dynamic Settlement - Set 2/2 <br />Sample # <br />Depth, ft <br />Vert. Consol. Str, eV <br />Dyn. Sett, in <br />Accum. Sett, in <br />1 <br />15.00 <br />0.010 <br />1.971 <br />1.971 <br />2 <br />18.50 <br />0.000 <br />0.001 <br />1.972 <br />3 <br />20.00 <br />0.000 <br />0.000 <br />1.972 <br />4 <br />24.00 <br />0.000 <br />0.001 <br />1.973 <br />5 <br />25.00 <br />0.000 <br />0.000 <br />1.973 <br />6 <br />35.00 <br />0.000 <br />0.004 <br />1.976 <br />7 <br />40.00 <br />0.000 <br />0.002 <br />1.978 <br />8 <br />45.00 <br />0.000 <br />0.001 <br />1.980 <br />9 <br />50.00 <br />0.000 <br />0.001 <br />1.980 <br />10 <br />51.00 <br />0.000 <br />0.000 <br />1.980 <br />Soi[Structure.com Analysis (Licensed to: Condor Earth) 4 <br />