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***************************** <br />I I <br />* LIQUEFY2 * <br />* <br />* Version 1.50 * <br />* <br />***************************** <br />EMPIRICAL PREDICTION OF <br />EARTHQUAKE-INDUCED LIQUEFACTION POTENTIAL <br />JOB NUMBER:4976-Al-OC DATE:11-03-2005 <br />JOB NAME:PACIFIC DEVELOP <br />SOIL-PROFILE NAME:PAC2.LDW <br />BORING GROUNDWATER DEPTH:5.00 ft <br />CALCULATION GROUNDWATER DEPTH:5.00 ft <br />DESIGN EARTHQUAKE MAGNITUDE:6.60 Mw <br />SITE PEAK GROUND ACCELERATION:0.270 g <br />BOREHOLE DIAMETER CORRECTION FACTOR:1.05 <br />SAMPLER SIZE CORRECTION FACTOR:1.10 <br />N60 HAMMER CORRECTION FACTOR:1.20 <br />MAGNITUDE SCALING FACTOR METHOD:Idriss (1997, in press) <br />Magnitude Scaling Factor:1.387 <br />rd-CORRECTION METHOD:NCEER (1997) <br />FIELD SPT N-VALUES ARE CORRECTED FOR THE LENGTH OF THE DRIVE RODS. <br />Rod Stick-Up Above Ground:3.0 ft <br />CN NORMALIZATION FACTOR:1.044 tsf <br />MINIMUM CN VALUE:0.6