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LB-2-dry sand <br />LIQUEFACTION ANALYSIS SUMMARY <br />Copyright by CivilTech Software <br />www.civiltechsoftware.com <br />Font: Courier New, Regular, Size 8 is recommended for this report. <br />Licensed to , 1/3/2019 3:21 :15 PM <br />Input File Name: P:\INFOCUS PROJECTSX12001-1250OX12126 Kimley-Horn Main <br />Place\001/Analyses\Liquefaction Analysis\LiquefyPro\11-19-18\LB-2_dry sand.liq <br />Title: 12126.001 Kimley-Horn MainPlace <br />Subtitle: Le-2 <br />Surface Elev.-149 <br />Hole No. -LB-2 <br />Depth of Hole- 51.50 ft <br />water Table during Earthquake- 60. 00 ft <br />water Table during In -Situ Testing- 80.00 ft <br />Max. Acceleration- 0.54 g <br />Earthquake Magnitude- 7.00 <br />Input Data: <br />Surface Elev.-149 <br />Hole No. -LB-2 <br />Depth of Hole=51.50 ft <br />water Table during Earthquake- 60. 00 ft <br />water Table during In -Situ Testing- 80.00 ft <br />Max. Acceleration-0.54 g <br />Earthquake Magnituded.00 <br />1. SPT or BPT Calculation. <br />2. Settlement Analysis Method: Tokimatsu, M-correction <br />3. Fines Correction for Liquefaction: Idri ss/Seed <br />4. Fine Correction for Settlement: During Liquefaction* <br />5. Settlement Calculation in: All zones* <br />6. Hammer Energy Ratio, Ce - 1.38 <br />]. Borehole Diameter, Cb= 1 <br />S. Sampling Method, Cs- 1.2 <br />9. User request factor of safety (apply to CSR) , User- 1 <br />Plot one CSR curve (fsl=User) <br />10. Use Curve Smoothing: Yes* <br />* Recommended Options <br />In -Situ Test Data: <br />Depth SPT gamma Fines <br />ft pcf % <br />0.00 16.00 120.00 20.00 <br />7.50 3.00 120. 00 20.00 <br />10.00 4.00 120. 00 20.00 <br />12.50 5.00 120.00 15.00 <br />15.00 6.00 120. 00 20.00 <br />17.50 27.00 120.00 5.00 <br />20.00 18.00 120. 00 5.00 <br />22.50 9.00 120.00 5.00 <br />25.00 6.00 120.00 5.00 <br />27.50 8.00 120. 00 15.00 <br />Page <br />LB-2-dry sand <br />30.00 28.00 120.00 5.00 <br />32.50 11.00 120.00 15.00 <br />35.00 8.00 120.00 15.00 <br />37. 50 8.00 120.00 20. 00 <br />40.00 14.00 120.00 20.00 <br />42.50 11.00 120.00 20.00 <br />45.00 10.00 120.00 NoLiq <br />47.50 12.00 120.00 NoLiq <br />50.00 6.00 120.00 20. 00 <br />Output Results: <br />Settlement of Saturated Sands-0.00 in. <br />Settlement of Unsaturated Sands-2.95 in. <br />Total Settlement of Saturated and Unsaturated Sands-2.95 in. <br />Differential Settlement=1.473 to 1.944 in. <br />Depth CRRm CSRfs F.S. S-sat. S_dry Sall <br />ft in. in. in. <br />0.00 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.05 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.10 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.15 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.20 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.25 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.30 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.35 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.40 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.45 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.50 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.55 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.60 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.65 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.70 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.75 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.80 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.85 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.90 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />0.95 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.00 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.05 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.10 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.15 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.20 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.25 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.30 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.35 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.40 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.95 <br />2.95 <br />1.45 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.50 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.55 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.60 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.65 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.70 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.75 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.80 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.85 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.90 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />1.95 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />2.00 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />2.05 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />2.10 <br />2.39 <br />0.35 <br />5.00 <br />0.00 <br />2.94 <br />2.94 <br />Page 2 <br />