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LIQUEFACTION ANALYSIS SUMMARY <br />CoPyrrght bY Clvi ]Tech Soflware <br />wrrrr. civl Ltech. con <br />8:55: <br />Proj ects \New <br />Eon!: Courie! New, Regular. Sj.ze I is recomnended for this report <br />Licensed to , 1/),1/2018 <br />Liquefy. sum <br />22 AH <br />Prol ects \D- 3885 -06 Christ OurInpul File Name: z: \2018 <br />savio! \ Lique fact i on\cPT-2_1{ . I iqTitle: Chrisl Our SavioE <br />Subtitle: <br />Surface E1ev. ={0 <br />HoIe No.=CPT-2 <br />Depth of XoIe= 50.20 ft <br />Water lab1e du!ing Earthquake= 14.00 ft <br />tlate! Table during In-Situ Testing= 14.00 ft <br />i1ax. Accelelation- 0.59 g <br />Earthquake Magni.tude- 5. 50 <br />Inpu! Data: <br />Surface E1ev. ={0 <br />Hole No. =CPT-2 <br />Depth of HoIe=50.20 ft <br />fat.r T.b1e durinE Earthquake= 1{.00 ft <br />14.00 f rEater ?!bIe dr]ring In-Si,tu Testlng= <br />Max. Accel.eration=o.59 g <br />Ear!hquake I'lagnitude=6. 60 <br />No-Liquefiable Soils: C!, OL ale <br />IN-SIEU TESt DA!A: <br />Depth qc fs <br />ft atm atm <br />Rf <br />Pcf <br />ga,nma <br />I <br />1. cpT Calculation ilethod: Modify Robettsonr <br />2. settlenent Analysls Method: Tokj'matsu/Seed3. Fines Correction for Liquefaction: |{odify Sta!k/Olson <br />4. Fine Correclion for Settlenent: During Liquefaction' <br />5. settlenent Calculation in: All zones' <br />9, user request factor of safety (aPply to csR) , User= 1 <br />Plot one csR culve (f51=1) <br />10. use culve Snoothing: Nor Reconunended Options <br />Non-Lrq. Soil <br />0. 33 <br />0.82 <br />1. 31 <br />1.80 <br />2.30 <br />2 .19 <br />3 .24 <br />3,'71 <br />4 .21 <br />4 .16 <br />5.2 5 <br />5.',74 <br />6-23 <br />6.13 <br />1,-tl <br />8.20 <br />8.69 <br />9. 19 <br />9. 68 <br />10.1? <br />10. 66 <br />11.16 <br />11.55 <br />72.t4 <br />t2 .63 <br />t3.12 <br />L3.62 <br />14.11 <br />610.70 <br />192. 30 <br />59. s0 <br />29.20 <br />41.40 <br />59 .10 <br />89.90 <br />50. 40 <br />4S.50 <br />32. 50 <br />t7,60 <br />24.30 <br />22 .A0 <br />11. 00 <br />12 -10 <br />11.50 <br />12 .90 <br />37. 30 <br />35. 80 <br />13.?0 <br />1 .60 <br />4.50 <br />4.70 <br />4.60 <br />5.40 <br />5. 80 <br />6.90 <br />?-80 <br />1-10 <br />2,40 <br />3, 80 <br />3.00 <br />1.70 <br />2.30 <br />1, ?0 <br />2.40 <br />2.80 <br />2 .50 <br />1,90 <br />1.40 <br />1.s0 <br />1.40 <br />t .20 <br />0. 90 <br />0. 80 <br />0. 80 <br />0. ?0 <br />0.90 <br />0.80 <br />0.40 <br />0,,40 <br />0. 40 <br />0.30 <br />0. 30 <br />0. 30 <br />0.30 <br />0. 40 <br />0. 50 <br />0. 39 <br />1.98 <br />5 .04 <br />6. 03 <br />5.36 <br />2.44 <br />2 .61 <br />5. 56 <br />5. 35 <br />s.85 <br />7.95 <br />6.1'1 <br />5. 14 <br />6.96 <br />5.20 <br />1.88 <br />2.45 <br />5.8{ <br />5.26 <br />8.89 <br />8.5I <br />6 .52 <br />5.S6 <br />5. 1? <br />4.35 <br />5.13 <br />6.49 <br />130. <br />t25 . <br />120. <br />115 . <br />115 . <br />r20. <br />120. <br />120- <br />120. <br />r15. <br />115 . <br />r15. <br />r15. <br />115 . <br />1.15 . <br />120 . <br />120. <br />115 . <br />115 . <br />t 00. <br />100. <br />10 0. <br />115 . <br />115. <br />115 . <br />115 . <br />115 . <br />00 000000000000 000 000000000000000000000000 000000000000 000 0000000000 <br />00 000000000000 0000000 <br />.00 <br />,00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />,00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <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. s0 <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 />00 <br />00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />,00 <br />.00 <br />.00 <br />Page I <br />I <br />t <br />I <br />E <br />I <br />I <br />I <br />I <br />I <br />n <br />E <br />I <br />T <br />I <br />I <br />T <br />n <br />n <br />I