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2.406 <br />2.406 <br />2.406 <br />2.406 <br />6. s0 <br />6.00 <br />5. s0 <br />5.00 <br />0.43 <br />0. 41 <br />0.40 <br />0. 38 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.{3 <br />0,{1 <br />0.40 <br />0. 38 <br />Lj.quefy. cal5.00 Nol,i.q <br />5.00 Noliq <br />5.00 Nol,iq <br />5. 00 Noliq <br />96. r? <br />96. 1? <br />96. L'7 <br />96.1? <br />32.5'l <br />32 -51 <br />32 -51 <br />32 - 5't <br />o.1,92 <br />0. 173 <br />0.149 <br />0. 118 <br />0. 080 <br />0.0E0 <br />0. 080 <br />0. 0E0 <br />0.000 <br />0.000 <br />0. 000 <br />0. 000 <br />SetElement of Saturated Sands=2.{06 in, <br />qc1 and (Nl)60 is after fines correction in Iiquefaction aDalysis <br />clsz is per each seqment, dz-0.05 ft <br />dsp j.s pea each plint inlerval, dp=o.50 fts is cumulated settLenent at this depth <br />settlement ofDepth signaldsp sft atmin. in. <br />Unsaturated Sands:sigc' (N1) 60s CSRSf <br />dsz <br />1n <br />Gmas <br />atn <br />g,Gelcm g_eff ec?. 5 Cec <br />t <br />8. 4 8E-5 <br />'t ,91E-5 <br />0. o3r-3 <br />'7 .42E-5 <br />6. 90E-5 <br />7. I2E-5 <br />6.12E-5 <br />4.86E-5 <br />3. 598-5 <br />3. 11E-6 <br />0. 18 <br />0.15 <br />0. 14 <br />0. 13 <br />0.11 <br />0. 09 <br />0.07 <br />0.05 <br />0.04 <br />0 -02 <br />0. 00 <br />o . o211 <br />0.0251 <br />0.0253 <br />o,o2a2 <br />o .0226 <br />0.0233 <br />c.0200 <br />0.0159 <br />0 . 0118 <br />0.0070 <br />0.0010 <br />4 .95 <br />0. 000 <br />4. 50 <br />0.001 <br />4,00 <br />0.o01 <br />3. 50 <br />0. 001 <br />3,00 <br />o.001 <br />2. 50 <br />0. 001 <br />2.04 <br />0. 001 <br />1. 50 <br />0.001 <br />1,00 <br />0. 000 <br />0. 50 <br />0. 000 <br />0.00 <br />0_000 <br />a .28 <br />0. 000 <br />o.25 <br />0. 001 <br />0 .22 <br />0.002 <br />0.20 <br />0. 002 <br />0. 17 <br />0. 003 <br />0. 14 <br />0. 004 <br />0. 11 <br />0.004 <br />0.08 <br />0. 005 <br />0.05 <br />0.005 <br />0.01 <br />0.005 <br />0.00 <br />0. 006 <br />45.29 <br />45.29 <br />45,29 <br />45 .29 <br />45.29 <br />45.29 <br />44 .15 <br />{4.15 <br />44. L5 <br />44.15 <br />44.15 <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 />614.31 <br />542 -99 <br />606.27 <br />56?.06 <br />525, 00 <br />479.25 <br />425.03 <br />368. 09 <br />300.55 <br />212.54 <br />4 .02 <br />1. 6E-4 <br />1.5E-4 <br />1.48-4 <br />t.3?-a <br />I .28- 4 <br />1.1E-4 <br />1. 0E-4 <br />8.7E-5 <br />5. 0E-5 <br />9.5E-1 <br />0.0088 <br />0.0082 <br />0.0083 <br />o. oo?7 <br />0.0071 <br />0.00?4 <br />0. 0053 <br />0.0050 <br />0.0037 <br />o -0022 <br />0.0003 <br />0.81 <br />0.81 <br />0.81 <br />0.8 r, <br />0. 81 <br />0-81 <br />0. 81 <br />0. 81 <br />0.81 <br />0. 81 <br />0.81 <br />0.0071 <br />0.0065 <br />0. 0057 <br />0.0052 <br />0.0057 <br />0. 0059 <br />0.0051 <br />0 .004I <br />0.0030 <br />0-0018 <br />0.0003 <br />settlenent of ljnsalurated sands=0,006 tn. <br />dsz rs per each segment, dz=0.05 ft <br />dsp is per each plint interval, dp=o.50 fts is cunulated settlenen! at this depth <br />TotaI settlement of saturated and unsaturated sands=2.412 in.Differential settlement=1.206 Eo 1.592 in. <br />UniEs: Uni t: qc, <br />fc; Settlement = in.fs, Stress ot Pressule atrll (1.0581tsf ); Unit $leight pcf; Dep!h <br />1 atm <br />l atm <br />SPT <br />BP? <br />qc <br />fs <br />Rf <br />gamma <br />gamma' <br />Fines <br />050 <br />DT <br />sigma <br />sigma' <br />sigc' <br />rd <br />(atmosphere) - 1,0581 tsf{1 tsf - 1 ton/ft2 = 2 kfp/ft2)(atmosphere) = 101.325 kPa{1 kPa = 1 kN/m2 - 0.001 Mpa) <br />Eield data fron Standard Penetlation Test (SPT) <br />Field data from Becker Penetration TesE (BPT) <br />FieId data from Cone Penetration Test (CPT) [atnFriction from CPT resting Iatm (tsf) ]Ratio of fslqc {3)Total unit ueiqht of soil <br />Effective unit weighE of soj.I <br />Fines content It] <br />Mean grain size <br />Relative Density <br />Total veEtical stress JatmlEffective veltical stless IaEm]Effective confining pressure Iatin]Acceleration reduction coefficj.ent by seed <br />Peak clound Acceleration (PGA) in glouDd surface <br />Page 10 <br />(!sf) l <br />n <br />t <br />t <br />I <br />I <br />I <br />I <br />I <br />T <br />T <br />T <br />I <br />I <br />T <br />I <br />t <br />T <br />I <br />I <br />T