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Liquefy.sum <br /> <br />************************************************************************************ <br />******************* <br /> LIQUEFACTION ANALYSIS SUMMARY <br /> <br /> Copyright by CivilTech Software <br /> www.civiltech.com <br /> <br />************************************************************************************ <br />******************* <br />Title: 1133 S. Austin Street <br />Subtitle: Liquefaction <br />Surface Elev.=100 <br />Hole No.=B-1 <br />Depth of Hole= 50.00 ft <br />Water Table during Earthquake= 8.00 ft <br />Water Table during In-Situ Testing= 8.00 ft <br />Max. Acceleration= 0.68 g <br />Earthquake Magnitude= 6.77 <br /> Input Data: <br />Surface Elev.=100 <br />Hole No.=B-1 <br />Depth of Hole=50.00 ft <br />Water Table during Earthquake= 8.00 ft <br />Water Table during In-Situ Testing= 8.00 ft <br />Max. Acceleration=0.68 g <br />Earthquake Magnitude=6.77 <br />No-Liquefiable Soils: Based on Analysis <br />1. SPT or BPT Calculation. <br />2. Settlement Analysis Method: Tokimatsu/Seed <br />3. Fines Correction for Liquefaction: Idriss/Seed <br />4. Fine Correction for Settlement: During Liquefaction* <br />5. Settlement Calculation in: Liq. zone only <br />6. Hammer Energy Ratio, Ce = 1.25 <br />7. Borehole Diameter, Cb= 1.15 <br />8. Sampling Method, Cs= 1 <br />9. User request factor of safety (apply to CSR) , User= 1.5 <br /> Plot one CSR curve (fs1=1) <br />10. Use Curve Smoothing: No <br />* Recommended Options <br />In-Situ Test Data: <br />Depth SPT gamma Fines <br />ft pcf % <br />____________________________________ <br />0.00 7.00 120.00 12.00 <br />5.00 7.00 120.00 12.00 <br />10.00 11.00 120.00 12.00 <br />15.00 8.00 120.00 12.00 <br />20.00 11.00 120.00 12.00 <br />27.00 18.00 120.00 NoLiq <br />30.00 7.00 120.00 NoLiq <br />35.00 6.00 120.00 NoLiq <br />40.00 8.00 120.00 NoLiq <br />45.00 5.00 120.00 NoLiq <br />50.00 8.00 120.00 NoLiq <br />____________________________________ <br />Output Results: <br />Page 1