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1.809 <br />1. 891 <br />1. 973 <br />2.054 <br />6_ 50 <br />6.00 <br />5. 50 <br />s. 00 <br />0.44 <br />0.42 <br />0.40 <br />0.38 <br />r.00 <br />1.00 <br />1. 0o <br />1.00 <br />0.44 <br />0 .42 <br />0,40 <br />0. 38 <br />,,iquefy. ca1 <br />0.7 6 90.00 <br />0.19 90-00 <br />0.83 90. 00 <br />0. 88 90. 00 <br />?4 .08 <br />'t4-o8 <br />14.08 <br />14.08 <br />1. 358 <br />1. 363 <br />1.356 <br />1.344 <br />0.082 <br />0. 082 <br />0. 082 <br />0. 081 <br />21.96 <br />21.96 <br />21.96 <br />2r.96 <br />I .28-3 <br />8. 2E-3 <br />8. lE-3 <br />Settlenent of Satulatad Sands=2.051 in.qcl and (NI)60 is after fines correction in liquefaction analysrs <br />dsz is p€r each segment, dz=o.05 ft <br />dsp is per each print interval, dp=0-50 ft <br />S .is cumulated sertlement at thls depth <br />Settlement ofDepth sigma'dsp Sft atmin. in. <br />unsaturated sands: <br />si 9C' (N1) 50s CSRSf Gmax <br />atm <br />g*Gelcn 9_eff ec?. 5 cec <br />t ! <br />1.918-4 <br />2 .oaE- 4 <br />1.86E-4 <br />1. 66E-4 <br />1- 50E-4 <br />1. 3?E-4 <br />1. 45E-4 <br />1. 17E-{ <br />8. 48E-5 <br />5. 1 7E-5 <br />6 .328- 6 <br />0. 81 <br />0,81 <br />0. 81 <br />0. 81 <br />0. 81 <br />0, 81 <br />0. 81 <br />0.81 <br />0. 81 <br />0.81 <br />0.8r <br />4.95 <br />0. 000 <br />4.50 <br />0. 002 <br />4.00 <br />0.002 <br />3. 50 <br />0. 002 <br />3.00 <br />0. 002 <br />2,50 <br />0. 001 <br />2.00 <br />0.001 <br />1.50 <br />0. 001 <br />1.00 <br />0.00r <br />0. 50 <br />0.001 <br />0.00 <br />0. 000 <br />o.25 <br />0.000 <br />0.23 <br />o.oo2 <br />0.20 <br />0. 004 <br />0. 18 <br />0. 006 <br />0. 15 <br />0.00'? <br />0.1.3 <br />0. 009 <br />0. 10 <br />0.010 <br />0.08 <br />0. 011 <br />0. 05 <br />0. oi2 <br />0. 03 <br />0. 013 <br />0. 00 <br />0.0r3 <br />0. 15 <br />0. 15 <br />0. 13 <br />0.Ll <br />0. 10 <br />0. 08 <br />0.07 <br />0.05 <br />0.03 <br />o.02 <br />0.00 <br />2A -33 <br />28.33 <br />28.33 <br />28. 33 <br />28.33 <br />28 .33 <br />2',1 .59 <br />27 -59 <br />27.59 <br />21 .59 <br />0. 38 <br />0. 38 <br />0.38 <br />0.38 <br />0. 38 <br />0.38 <br />0. 38 <br />0,38 <br />0. 38 <br />0.38 <br />0. 38 <br />s45.68 <br />52L.24 <br />491.44 <br />459.'10 <br />425.60 <br />388. 52 <br />344.48 <br />298 -33 <br />243.59 <br />t72.26 <br />3 .44 <br />7.1E-4 <br />1.6E-4 <br />1. 5E-{ <br />1. 5E-{ <br />t.3E-4 <br />l.2E-4 <br />1,18-4 <br />9. 6E-5 <br />7, 9E-5 <br />5,68-5 <br />1. lE-6 <br />0319 <br />034? <br />0 310 <br />o218 <br />0250 <br />022A <br />0233 <br />0188 <br />013 6 <br />0083 <br />0 010 <br />0.0197 <br />0,0215 <br />0 . 0192 <br />0. 0172 <br />0.0155 <br />0.0141 <br />0.0150 <br />0 . 0121 <br />0. 0088 <br />0.0053 <br />o, 0007 <br />0-0I59 <br />0.01?3 <br />0. 015 5 <br />0. 0139 <br />0.0125 <br />0. 0114 <br />0 - 0121 <br />0,0097 <br />0.0071 <br />0.0043 <br />0. 0005 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />settlement of Unsaturated sands=o.013 ro. <br />dsz is per each segment. dz=o.05 ft <br />dsp is per each print intervaL, dp=o.50 ft <br />S is cumul.ated seEElement at this depth <br />TotaL settlenent of saturated and unsatulated sands=2.067 in0iffelential se!tlemenE=1. 034 to 1.364 rn. <br />Units: Unitfti Set tl€ment = ln. <br />qc, fs, Stress or Plessure atm (1 .0581rsf) ; Unit Weiqht pcf; Depth <br />l atml atm <br />SPT <br />BPT <br />qc <br />Rf <br />gamrna <br />galuna ' <br />Fioes <br />D50 <br />Dr <br />s ig[lna <br />sigma' <br />sigc' <br />rd <br />a max. <br />(atnosphere) = 1.0581 tsf(1 tsf - 1 ton,/ft2 - 2 kfp/ft?)(atnospheEe) = 101.325 kPa(1 kPa - r kN/m2 - 0.001 lrpa) <br />Field data fron Standard Penetration Test (SPT) <br />field data frotn Becker Penetlation Test (BPT) <br />EieId data from Cone Penetration Test (CPT) [atnFriction f.oh CPT testing Iatm (tsf) IRatio of f,slqc (g) <br />fotal unit reight of soil <br />Effectlve unit irerght of soil <br />FiDes content l3l <br />Mean grain size <br />Relative Deosj.ty <br />?otal veltical stress Iatn]Effective veatical stress IatmlEffective confining pressure IathlAcceleration reduction coefficien! by Seed <br />Peak Ground Acceleration (PGA) in ground surface <br />Page 10 <br />{rsf) l <br />I <br />I <br />I <br />I <br />T <br />I <br />T <br />I <br />I <br />T <br />T <br />T <br />I <br />I <br />t <br />I <br />I <br />I <br />I