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B-LGC-l.sum <br />-- -- -- -- -- -- -- -- -- -- -- - <br />LIQUEFACTION ANALYSIS CALCULATION SHEET <br />Copyright by CivilTech Software <br />www.civiltech.com <br />(425) 453-6488 Fax (425) 453-5848 <br />Licensed to , 12/16/2021 9:19:01 AM <br />Input File Name: \\DC1\Public2\FINAL PROJECTS\FAIRFIELD DEVELOPMENT\Santa <br />Ana\Liquefaction\B-LGC-l.liq <br />Title: FF/Santa Ana <br />subtitle: 213031-01 <br />surface Elev.=148 <br />Hole No.=B-LGC-1 <br />Depth of Hole= 51.5 ft <br />water Table during Earthquake= 40.0 ft <br />water Table during In -Situ Testing= 51.5 ft <br />Max. Acceleration= 0.59 g <br />Earthquake Magnitude= 7.7 <br />Input Data: <br />Surface Elev.=148 <br />Hole No.=B-LGC-1 <br />Depth of Hole=51.5 ft <br />water Table during Earthquake= 40.0 ft <br />water Table during In -situ Testing= 51.5 ft <br />Max. Acceleration=0.59 g <br />Earthquake Magnitude=7.7 <br />Earthquake Magnitude=7.7 <br />2. Settlement Analysis Method: Tokimatsu / Seed <br />3. Fines Correction for Liquefaction: Idriss/seed (SPT only) <br />4. Fine Correction for Settlement: During Liquefaction' <br />5. Settlement Calculation in: All zones* <br />6. Hammer Energy Ratio, Ce = 1.3 <br />7. Borehole Diameter, Cb= 1 <br />8. Sampling Method, Cs= 1 <br />9. user request factor of safety (apply to CSR) user= 1.0 <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 />0.0 <br />0.0 <br />107.0 <br />NoLiq <br />5.0 <br />7.3 <br />107.0 <br />42.8 <br />7.5 <br />6.0 <br />107.0 <br />42.8 <br />10.0 <br />8.0 <br />107.0 <br />68.1 <br />12.5 <br />7.3 <br />107.0 <br />68.1 <br />15.0 <br />4.0 <br />107.0 <br />34.0 <br />17.5 <br />14.0 <br />107.0 <br />42.8 <br />20.0 <br />18.0 <br />107.0 <br />2.5 <br />22.5 <br />11.3 <br />107.0 <br />68.1 <br />25.0 <br />6.0 <br />107.0 <br />68.1 <br />Page 1 <br />City Council 18 - 904 10/3/2023 <br />