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40.o4 <br />35,OO <br />ta.oo <br />25.OO <br />20.oo <br />15.O0 <br />to,oo <br />5, AO <br />0.86 <br />0.89 <br />o.91 <br />o-98 <br />o,a7 <br />0,83 <br />o -14 <br />o.57 <br />1 <br />1 <br />7 <br />1 <br />1 <br />1 <br />1 <br />1 <br />oo <br />ao <br />oo <br />ao <br />go <br />oo <br />go <br />oo <br />0.86 <br />0.89 <br />4.97 <br />4.90 <br />o.a7 <br />0.83 <br />o.7 4 <br />o.57 <br />5 <br />5 <br />5 <br />5 <br />0 <br />5 <br />oo <br />oo <br />oo <br />ao <br />oo <br />oo <br />35 <br />oo <br />NoLiq <br />NoLiq <br />NoLiq <br />NoLj.q <br />NoLiq <br />NoLiq <br />7.OO <br />NoLiq <br />24.55 <br />17 .69 <br />13.41 <br />23.79 <br />30.83 <br />33.30 <br />17 .12 <br />25.99 <br />14. A7 <br />66.34 <br />54. 09 <br />7t.44 <br />91.97 <br />98.65 <br />65.30 <br />81.63 <br />1.217 <br />1.696 <br />2.OA5 <br />1.265 <br />o.641 <br />e.2)9 <br />1.744 <br />1.128 <br />o.oEo <br />g.oEa <br />o.oto <br />o.oEo <br />0.eEo <br />o.oEo <br />7.OE-2 <br />o.oEo <br />o.aaa <br />o.ooo <br />o.ooo <br />a.o00 <br />o.ooo <br />o.ooo <br />1.O90 <br />o.aoo <br />o.729 <br />o.129 <br />o. t29 <br />o.!29 <br />o.729 <br />o.129 <br />1.219 <br />1.219 <br />settlefient of Seturated sands=1.219 in. <br />qc1 and (N1)60 is after fines cornectlon in liquefaction analysi5 <br />dsz is pe. eech seSrnent, dz=O.OS fl <br />dsp is per each pri.t interval, dp=s.00 ft <br />S 1s cumuLated settleoent at this depth <br />Settlement of lJnsaturated Sands: <br />Sett]e[ent of ljnsaturated sands.o due to Option 5, Cal.ulation sett]enent only in liquefled zone. <br />Depth s18na' slgc' (N1)60r CSRsf Gnax gr6e/Gm 8_eff ec7,5 Cec ec dsz dspft atn atn atfi X X 1n. ln.in <br />s-eo o-30 1.15 A.O0 0.97 <br />Settlement o+ Unsaturated Sands <br />o.oo o.oEo o.oooo o.oooo 8,oo 7.12ao o.ooto o.ooo <br />o. ooa <br />settlement of unsaturated sands-o.000 ln. <br />d5, 1t pe. each regment, dz=O.OS +t <br />dsp is per each print interval, dp=s.00 ft <br />S ls cu ulated settfenent at this depth <br />Tota] Settlement of Saturated and Unsatunated Sands=1.219 in <br />Differentlal. Settlement=o.609 to 0.8O4 in. <br />Unlts: Uniti qc, fs, Stress o. pressure = atm (1.0581tsf)j Unit l.Jelght = pcf; Depth = ft; Settlement . in, <br />1at (atmosphe.e) = 1.9581 tsf(1 tsf.l ton/ft2. 2 kip/ft2)l atn (atmosphere) .101.325 kPa(1 kPa = 1 kN/n2 = 0.001 Mpa)SPT Fleld data from Standard Peoetration Test (SPT) <br />BPT Fleld data froo Becker Penetration Test (8PT)qc Fle]d data fl.on Cone Penetratlon Test (CPT) latm (tsf)] <br />fs Frl(tlon froo CPT tertlng [atn (tsf)] <br />Rf Ratio of fslqc (t) <br />gadna Total unlt welSht of soIIgadra' Effective unlt leight of 5o1IFlnes Flnes content [l]D59 l.l€an gnain slze <br />Dr Relativ€ Densltyslgna TotaL vertical gtress [atm]slSna' Effe(tl,ve vertlcal stress [atm]sIgC' Effectlve conflning pnessure [atn]rd AcceLe.atlon .eduction coefflcient by Seede_max. Peak Ground Acaele.atlon (PGA) in tround 5urfaceil Llnear accele.ation reductlon coeffiaient X deptha-DIn, l4lnimun accele.ation under llneaa .eduction, mZCRRV CRR after overburden gtress correction, CRRV.CRR7.5 . X51gCRR7.5 Cycll( resistance ratlo (lt=7.5)(si8 Overburden strels co.re(tion factor for CRR7,5ClRln After ma8nitude scallnS con.ection CRRm=CRRV . HSFtrtsF l,tagnitude 5cali,n8 factor fnon ll=7.5 to user input IlCSR Cyclic stress ratlo lnduced by earthquakeCSRfs CSRfs-CSR*fsl (Default fs1.1)f91 First CSR curve in graphic defined ln *9 of Adv.nced paSe+s2 2nd CSR curve 1n graphlc deflned in ,ll of Advanced page <br />F.S. Calculated factor of safety against Ilquefactlon F.S.=CRRm/CSRSfCebs EnerSy Ratj.o, Sorehole Dia., and Sa pling liethod Co.rectLonsCr Rod Length Co.rectlons <br />cn overburden Pressuae corae(tlon