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45,OO <br />50,o9 <br />725.OO <br />725,OO <br />2.658 <br />2,953 <br />62.60 <br />62 ,60 <br />1.479 <br />1.626 <br />o.677 <br />o.677 <br />4.64 <br />0.61 <br />0.81 <br />6.aa <br />81 <br />77 <br />ooa <br />ooo <br />1 <br />1 <br />o <br />o <br />10 <br />)a <br />CSR is based on wate. table at 5.00 duning earthquake <br />CRR Calculation from SPT or BPT data: <br />Depth SPT Cebs Cr slgna' Cn <br />ft atn <br />(N1)6€ Fines d(Nl)60 (Nl)60f cRR7.s <br />x <br />5.OO <br />70.oo <br />75.OO <br />2A.OA <br />25.06 <br />le.ao <br />35,OO <br />40.4o <br />45.OO <br />so.oo <br />o ,295 <br />0.591 <br />o-739 <br />0.886 <br />1.O)4 <br />1.182 <br />1.330 <br />1.474 <br />1.626 <br />1.774 <br />17.49 <br />16.85 <br />23.58 <br />21.53 <br />15.66 <br />7.O1 <br />14.57 <br />76.30 <br />13.15 <br />24,O3 <br />25.99 <br />1.7 . t2 <br />13.30 <br />3e.83 <br />23.79 <br />13.41 <br />11.69 <br />24.95 <br />20,74 <br />32.91 <br />9,OO <br />70.oo <br />14.OO <br />14.go <br />11.OO <br />s.og <br />a.oo <br />13.4O <br />71.4O <br />21.OO <br />t.52 <br />1.S2 <br />t.s2 <br />1.52 <br />1.52 <br />1.52 <br />1.52 <br />1.52 <br />1.92 <br />1-52 <br />a <br />o <br />o <br />o <br />o <br />1 <br />1 <br />1 <br />1 <br />1 <br />75 <br />85 <br />95 <br />95 <br />9S <br />oo <br />oo <br />oo <br />oo <br />oo <br />1.70 <br />r.1a <br />1.16 <br />1, 06 <br />e.98 <br />o.92 <br />a.a1 <br />o, a2 <br />o.7a <br />o.15 <br />Notlq <br />7.Og <br />NoL j.q <br />NoLiq <br />NoLiq <br />oLiq <br />NoLlq <br />NoLiq <br />NoLiq <br />32,OO <br />o-1s <br />0.18 <br />0.50 <br />o.so <br />o.26 <br />o.75 <br />o.l9 <br />o.2a <br />o.23 <br />o,50 <br />50 <br />26 <br />72 <br />l1 <br />40 <br />11 <br />26 <br />6l <br />94 <br />8 <br />o <br />9 <br />9 <br />8 <br />6 <br />1 <br />8 <br />7 <br />8 <br />CRR j.s based on water table at 10.00 durinS In-Situ Testing <br />Factor of Safety, - Earthquake l4agnltude= 6.52:oepth sigc' cRR7,5 x KsiE .cRRv x l'lsF =cRRm+t atm <br />CSRf, F.S.=CRRm/CSR+s <br />5.00 <br />70.oo <br />o,57 <br />o.7 4 <br />€.8l <br />o.a7 <br />o.90 <br />0.91 <br />s.89 <br />0.85 <br />0.83 <br />o.8g <br />15,04 <br />20.oo <br />25.OO <br />36,OO <br />l5.eo <br />40 -oo <br />45.OO <br />50 -oo <br />5,OO " <br />0.35. <br />. F.S.<1: Liquefaction Potential Zone. (If above erater table: F,S,=5) <br />^ No-liquefiabLe Soils or above lJater Table. <br />(F.S. is limited to 5r CRR 15 11n1ted to 2, CSR is linited to 2) <br />CPT convent to SPT fo. Settlement Analysis: <br />Finer Correction fo. SettLenent Analysis: <br />Depth Ic q(/N60 q(1 (tl1)60 Fines <br />ft atn X <br />19 <br />38 <br />48 <br />58 <br />67 <br />77 <br />86 <br />96 <br />o6 <br />15 <br />a <br />o <br />g <br />o <br />o <br />o <br />o <br />o <br />1 <br />1 <br />10 <br />18 <br />50 <br />so <br />26 <br />15 <br />19 <br />28 <br />23 <br />50 <br />o <br />o <br />o <br />a <br />o <br />o <br />o <br />a <br />o <br />o <br />o-10 <br />0.18 <br />o.50 <br />0.50 <br />o.26 <br />e.15 <br />0.19 <br />o.2a <br />o.22 <br />o.49 <br />oo <br />oa <br />oo <br />oo <br />oo <br />oa <br />oo <br />oo <br />oo <br />98 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />o o <br />2 <br />o <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />0 <br />oo <br />oo <br />oo <br />oo <br />06 <br />ao <br />oo <br />88 <br />4l <br />43 <br />43 <br />43 <br />4l <br />43 <br />43 <br />43 <br />41 <br />43 <br />oo <br />26 <br />oe <br />oo <br />oo <br />oo <br />oo <br />oo <br />oo <br />70 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />d(N1) 60 (N1)6ee <br />s.oo <br />10.oo <br />15,OO <br />25.99 <br />11.t7 <br />33.1e <br />30.83 <br />2).79 <br />13.41 <br />17 .69 <br />24 -55 <br />20.14 <br />32.97 <br />NoLiq <br />7,OO <br />NoLiq <br />tloLiq <br />Not i.q <br />Notiq <br />Notiq <br />Nol-iq <br />NoLiq <br />32.OO <br />o.oo <br />o.oo <br />a. oo <br />o.go <br />o, oo <br />o.oo <br />o.oo <br />o,oo <br />o.oo <br />o.oo <br />25.99 <br />77.72 <br />31.30 <br />3e.83 <br />23.79 <br />13 .41 <br />17.69 <br />24,55 <br />zo.la <br />32.97 <br />20- <br />25. <br />30. <br />35. <br />40. <br />45. <br />80 <br />oa <br />og <br />oo <br />oo <br />oo <br />ao50 <br />(N1)6Os has been fines cor.e(ted in Liquefaction analysis, the.efo.e d(N1)60=0 <br />Fines=Noliq eans the solls are not liquefiable. <br />S€ttlenent of Saturat.d Sand<: <br />Settlenent Analysis llethod: Tokimatsu/Seed <br />Depth CSRsf / MSF. =CSRn F.S. Fin€s <br />ftt <br />60N1 e( <br />T <br />sDr daz dsp 5 <br />i,n in <br />49.95 <br />45.OO 83 <br />o.ao <br />0.83 aa <br />32.OO <br />Notiq <br />32.98 <br />20.74 <br />97 .21 <br />71.93 <br />o.342 <br />1.453 <br />1.8E-l <br />o.gEe <br />8.O42 <br />o.72) <br />g.og2 <br />o.129 <br />88o <br />5 <br />oa <br />oa <br />1 <br />1 <br />80o <br />o <br />o <br />o