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LIQUEFACTION ANALYSIS SUMMARY <br />copyright bY Clvi ITech Sofl!,rare <br />!.rH.civiltech.com <br />Liquefy. suin <br />Fines D50 <br />Font: courier New, Regular, Size I is recomnended fo! this rePort <br />Licensed to , 1/1I/20L8 8:54:4? rlM <br />rnput File Name: Z:\2018 Projects\New Plojects\D-3885-06 Christ Our <br />savi. or \ Liquefaction\CPT- 1_1{ . I rq <br />?it1e: Chri st Our Savi.or <br />Subti t Ie: <br />Surface E1ev.={0 <br />HoIe No. -CPT-1 <br />Depth of HoIe= 50.20 fl <br />l{ater Table during Earthquake= 14.00 ft <br />water ?able during In-Situ Tesling= 14.00 ft <br />uax. Acceleration- 0.5 9 g <br />Earthquake Maqnitude= 5. 60 <br />Input Data: <br />Surface Elev.=40 <br />HoIe No. -CPT-1 <br />Depth of HoIe=50.20 ftllatcr ?.bl.e durtnE Ealthquak6- 14.00 ft <br />taater Talle duEing fn-Situ Testing= 14.00 ft <br />Max. Acceleration-o.59 g <br />EaEthquake l.ragni tude=6. 60 <br />No-Liquefiable soits: cL, oL are Non_Li.q. soil <br />I. CPT calculation Method: Modify Robeltsoni <br />2. settlement Analysis l{ethod: Tokihatau/Seed <br />3. Fines Correction for Liquefaction: Hodify Stark/O1son <br />4. Fine cotlection for settlenent: Duling ,,iquefaction' <br />5. Settlenent calculation in: AII zones' <br />9. User request factor of safety (apply to CSR) , User- <br />PIot one cSR curve (fs1-1) <br />10. use Cuave Smoothinq: No* Recoimended Optjons <br />In-Situ Test Data;Depth qc fsft atm atfir <br />Rf <br />pcf <br />qamma <br />B <br />o.33 <br />0. 82 <br />1.31 <br />1.80 <br />2.'79 <br />3 .28 <br />3.11 <br />4 .21 <br />4,'76 <br />5.74 <br />5 .23 <br />6.13 <br />1 .22't.tI <br />I .20 <br />8,69 <br />9. 19 <br />9,58 <br />10. r7 <br />10. 66 <br />11. 16 <br />11.65 <br />12.14 <br />12. 63 <br />13.12 <br />13 -62 <br />1{ .11 <br />593. 90 3228.r0 253.60 2 <br />34. 50 1 <br />16.30 0 <br />s9.90 3183.10 558.00 333.20 2 <br />3r. 00 I19.40 r <br />16, 40 1 <br />19.80 117.90 I <br />15. 00 0 <br />10. 60 013.90 0 <br />50. 20 02t.80 0 <br />9. 60 0s.80 05.70 05.80 06.10 0?.10 01,10 0 <br />10. 30 0 <br />10. 90 0 <br />10. 10 0 <br />.50 <br />.80 <br />.80 <br />.90 <br />.90 <br />.00 <br />.80 <br />.00 <br />.20 <br />.70 <br />.30 <br />.10 <br />.24 <br />,10 <br />.80 <br />.10 <br />.80 <br />.70 <br />0. 50 <br />1 .23 <br />5 -22 <br />4 .34 <br />5.32 <br />s. 01 <br />3.71 <br />6.63 <br />5.48 <br />6.70 <br />6. 71 <br />6. 05 <br />5. 15 <br />5. 33 <br />6.60 <br />5.75 <br />1. 39 <br />3.24 <br />5.21 <br />5.1? <br />4.92 <br />3.90 <br />4.85 <br />5. 50 <br />4.95 <br />130. <br />L25 . <br />120 . <br />115 , <br />L20. <br />t2a. <br />115 . <br />I15 . <br />1r5. <br />115 . <br />I15 . <br />115 . <br />1r5 . <br />t20 , <br />115 . <br />115 . <br />1r 5. <br />115. <br />115 . <br />115. <br />115 , <br />1. 15 . <br />115. <br />115 . <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 />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 />.90 <br />00 0. 000o 0. 0000 0. 0000 0.0000 0. 00 <br />00 0. 0000 0. 0000 0. 0000 0. 0000 0.0000 0.0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0, 0000 0. 00 <br />00 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0,0000 0. 00 <br />00 0. 00 <br />Page 1 <br />.50 <br />.30 <br />.20 <br />.30 <br />.30 <br />,30 <br />.30 <br />.50 <br />.60 <br />.50 <br />n <br />tl <br />I