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LIQUEFACTION ANA-LYSIS SUM}4ARY <br />Copyliqh! bY CivilTech Softwale <br />r.,r,flr. civi Itech. com <br />Liguefy. sum <br />Eont: courier Nex, Regular, stze 8 is lecomnended for this tePort' <br />Licensed to , 1/12/2018 2t19144 PM <br />rnput !'j.Ie Nahe: zr\2018 Projects\Ne* Proiects\D-3885-06 christ ou! <br />Savior \Liquefaction \CP?- 4 . I iq <br />title: christ Our Savlor <br />Subti tle: <br />Surface Elev. =40 <br />Hole No- =CPT-4 <br />Depth of HoIe= 50.20 ft <br />wate! Table du!inq Earlhquake= 5.00 ft <br />ltater Table during In-Situ Testing= 5.00 ft <br />Max. Acceleration= 0.59 g <br />Earthquake lragnitude= 6.50 <br />Input Data: <br />Surface EIev.=40 <br />HoIe No. =CPT_4 <br />Depth of Hole=5o.20 ft <br />nat€r ?able duriDg Earthquake- 5.00 ft <br />lilate! Table durinq lrl_Situ Testing= 5.00 ft <br />Max. Accele!ation:o.59 g <br />Earthquake Maqnj.tude-6. 50 <br />No-Lj.quefiable Soils: CL, OL ale Non-Liq. Sojl <br />1. CPT Calculation Hethod: lilodify Robertson' <br />2. Settlenent analysis llethodr Tokimatsu/Seed <br />3. Eines Coarection for Lj,quefaction: Modify Stark/O1son <br />4, Elne CorrectioD for Settlement: Durinq Liquefaction* <br />5, settlement calculation in: Afl zones' <br />9. use! lequest factor of safety (apply to CSR) , user= <br />Plot one cSR curve (fs1-1) <br />10. Use curve smoothing: No <br />' Recomne[ded Options <br />In-Siru T.at D.la:Depth qc fs <br />ft atm aln <br />Rf <br />pcf <br />garuna <br />t Eines D50 <br />2A <br />0 <br />0 <br />L <br />I <br />2 <br />2 <br />3 <br />3 <br />4 <br />4 <br />5 <br />5 <br />6 <br />6 <br />1 <br />'7 <br />I <br />8 <br />9 <br />9 <br />1 <br />1 <br />t <br />.33 <br />,a2 <br />.31 <br />.80 <br />.30 <br />.24 <br />.'11 <br />.21 <br />.15 <br />.25 <br />.'t 4 <br />.23 <br />.13 <br />.22 <br />.1L <br />350.20 <br />71.00 <br />25. 10 <br />22.60 <br />13.30 <br />10,50 <br />19. 50 <br />30 .70 <br />17.00 <br />35. 80 <br />{4.90 <br />32 .10 <br />30.60 <br />3r. 10 <br />32.90 <br />2l .'t 0 <br />20.90 <br />31 .20 <br />16.90 <br />63. 80 <br />88.40 <br />84. 90 <br />34. 30 <br />10.60 <br />5.90 <br />5. l0 <br />5. 10 <br />5. 70 <br />1.20 <br />1.70 <br />1. 50 <br />0.90 <br />0.?0 <br />0.?0 <br />0. 80 <br />1 .70 <br />1. O0 <br />2.30 <br />2.50 <br />2 .20 <br />1.80 <br />2.10 <br />1.90 <br />1.20 <br />1 .10 <br />1.60 <br />1.20 <br />2. 30 <br />1. 70 <br />1. 70 <br />1. 30 <br />0.60 <br />0.40 <br />0. 30 <br />0.40 <br />0.40 <br />0. 30 <br />0. 34 <br />2.39 <br />s.98 <br />3. 9S <br />5.25 <br />5.6',7 <br />4.10 <br />5. 54 <br />5. 88 <br />6.42 <br />5. ?9 <br />6.'t3 <br />5.88 <br />6 .15 <br />5. ?8 <br />5. 53 <br />5 .26 <br />5. 13 <br />7.10 <br />3. 61 <br />1.92 <br />2. 00 <br />3.19 <br />5. 55 <br />6. 78 <br />5. 77 <br />1 ,02 <br />1.44 <br />5.26 <br />120.00 <br />115 . 00 <br />115 . 00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />120.00 <br />115.00 <br />115.00 <br />115.00 <br />115. O0 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />120.00 <br />120. 00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />115.00 <br />100.00 <br />11s.00 <br />0. so <br />0. 50 <br />0.50 <br />0. 50 <br />0.50 <br />0. 50 <br />0- 50 <br />0.50 <br />0.50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. s0 <br />0. 50 <br />0. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0. 50 <br />0.50 <br />0. 50 <br />0-50 <br />130.0 0 0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0. 00 <br />0.00 <br />0.00 <br />0.00 <br />0. 00 <br />0,00 <br />0. 00 <br />0. 00 <br />Page 1 <br />.69 <br />.19 <br />.68 <br />0. 17 <br />0. 66 <br />1.16 <br />1r.65 <br />72.14 <br />12.63 <br />13. 12 <br />13.52 <br />14.11