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0. 0080 <br />0. 0080 <br />0. 0080 <br />7. 988-4 <br />6. 43E-4 <br />5 .28E-4 <br />5. 698-4 <br />4 .14E-4 <br />4 - 03E-4 <br />3.57E-4 <br />3 .4tE-A <br />3 .28E- 4 <br />3. 068-4 <br />2. 088-4 <br />1.868-4 <br />I .66E-4 <br />1. 508-4 <br />1. 3?E-,{ <br />1.458-4 <br />1. 1?E-4 <br />8. {8E-5 <br />5. 1lE-5 <br />6 .328- 6 <br />11. 00 <br />0. 000 <br />10.50 <br />0. 000 <br />I0.00 <br />0. 000 <br />9. 50 <br />0. 009 <br />9. 00 <br />0.007 <br />8. 50 <br />0. 005 <br />8.00 <br />0.005 <br />7. 50 <br />0. 00s <br />?. 00 <br />0.004 <br />5.50 <br />0. 004 <br />6.00 <br />0. 004 <br />5. 50 <br />0,003 <br />5,00 <br />0. 003 <br />4.50 <br />0, 002 <br />{.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 />0. 001 <br />I .00 <br />0.001 <br />0. 50 <br />0. 001 <br />0. 00 <br />0.000 <br />0. s5 <br />0. 000 <br />0. 53 <br />0.000 <br />0. 50 <br />0.000 <br />0. 48 <br />0. 009 <br />0.45 <br />0.015 <br />0,43 <br />0.o22 <br />0. 40 <br />0.o21 <br />0. 38 <br />0.032 <br />0.3s <br />0. 037 <br />0.33 <br />0.040 <br />0. 30 <br />0.044 <br />0-28 <br />0.047 <br />o. 050 <br />4.23 <br />0. 052 <br />0 .20 <br />0.054 <br />0. 18 <br />0.056 <br />0. 15 <br />0.058 <br />0. 13 <br />0.059 <br />0. t0 <br />0. 051 <br />0.08 <br />0.062 <br />0. 05 <br />0.063 <br />o. 03 <br />0. 064 <br />0.00 <br />0.054 <br />0.36 <br />0. 3{ <br />0. 33 <br />0. 31 <br />0 .29 <br />0-28 <br />0 -26 <br />o.24 <br />0 .23 <br />o.21 <br />a .20 <br />0. 18 <br />0. 16 <br />0.15 <br />0.13 <br />0. 11 <br />0. 10 <br />0. 08 <br />0.07 <br />0,05 <br />0.03 <br />0.02 <br />0.00 <br />76-44 <br />r6. ?0 <br />16.98 <br />21.40 <br />21. 84 <br />22.33 <br />20.16 <br />21.28 <br />21,85 <br />2 t- .96 <br />2t.96 <br />27 .96 <br />27.96 <br />28. 33 <br />28.33 <br />28 -33 <br />28.33 <br />28. 33 <br />21 -59 <br />21 .59 <br />27 -59 <br />21 .59 <br />21 .39 <br />3. 0E-4 <br />2 .9E- 4 <br />2 .9E- 4 <br />2. 5E- 4 <br />2.5A- 4 <br />2.4E-4 <br />2, 4E-4 <br />2 .3E- 4 <br />2 .2E- 4 <br />2. LE-4 <br />2.lE-4 <br />2. 0E-4 <br />1.98-4 <br />1. 5E-4 <br />1. 5E-4 <br />1. 5E-4 <br />1. 3E-4 <br />! .2e- 4 <br />1. 1E-4 <br />9, 5E-5 <br />7. 9E-5 <br />5.68-5 <br />l 1E-5 <br />0.0903 <br />0.2432 <br />0.2081 <br />0. 0914 <br />0.0?57 <br />0.0540 <br />0.0627 <br />0.0540 <br />0.0475 <br />0.0435 <br />0.0404 <br />0. 0389 <br />0. 0362 <br />0.0347 <br />0 . 0310 <br />0. 0278 <br />0.0250 <br />4.0228 <br />0.0233 <br />0.0188 <br />0.0135 <br />0.0083 <br />o. 0010 <br />0.1r{7 <br />0.3525 <br />0.2533 <br />0.0825 <br />0.0655 <br />0,0546 <br />0.0588 <br />0.0490 <br />0-0{17 <br />0-03?9 <br />0.0352 <br />0.0339 <br />0.0316 <br />0. 0215 <br />0.0192 <br />0. 0172 <br />0.0155 <br />0. 01{ 1 <br />0. 0150 <br />0.0121 <br />0. 0088 <br />0. 0053 <br />0. 0007 <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 />0.81 <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 />o. 81 <br />0. 81 <br />0.81 <br />0.0924 <br />0. 2841 <br />0.2042 <br />0.0665 <br />0.0536 <br />0.0440 <br />o,o414 <br />0.0395 <br />0,0336 <br />0.0305 <br />0.0284 <br />0.0213 <br />0.0255 <br />0.0173 <br />0.0155 <br />0 . 0119 <br />0.0125 <br />0 . 0114 <br />o.0L27 <br />0. 0097 <br />0.0071 <br />0.0043 <br />0. 000 5 <br />Lique!y.cal <br />0. 3? 619 .21 <br />0.37 661 .t6 <br />0. 37 655 . 33 <br />0. 38 689. l? <br />0.38 616.04 <br />0-38 651.85 <br />0.38 626.10 <br />0-38 611.79 <br />0.38 596.29 <br />0. 38 57 5.58 <br />0. 38 553.00 <br />0.38 329.46 <br />0.38 50{ .82 <br />0.38 52L.24 <br />0.34 {91. {{ <br />0.38 459.70 <br />0.38 425.60 <br />0 .38 388. 52 <br />0.38 3{4.48 <br />0. 38 298 . 33 <br />0.38 243.59 <br />0. 38 L12 .25 <br />0- 38 3. {1 <br />Settlement of Unsaturaled Sands=o.064 In. <br />dsz is per each segrnent, dz=o,05 ft <br />dsp is per each print interval, dp=o.50 f! <br />S is cumulated settlernent at this depth <br />TolaI Se!tlement of saturated and Unsaturated Sands=2.138 inDifferential settlement=1.069 to 1.411 in. <br />Uni.ts: Unit: qc, fs, Stress or Pressureft, Settl.enent = in. <br />atm (1.0581rsf); unit weight pcf, Dep!h <br />l atml atm <br />SPT <br />BPT <br />qc <br />fs <br />Rf <br />gamma <br />ganma I <br />Ernes <br />D50 <br />Dr <br />s igma <br />sigma ' <br />s lgc' <br />rd <br />a itax - <br />(atnosphere) = 1.0581 tsf(1 tsf - 1 lon/ft(atnosphere) = 101.325 kPa(1 kPa = 1 kN/m2 <br />= 2 kip/ fr2) <br />0.00I Mpa) <br />Fie-Id alata fron Standard Penetration ?est (SPT) <br />Eield data froh Becke! Penetration Test (BPT) <br />Fiefd data fron Cone Penetratio, Test (CPT) IatnFricti.on from cPT testing Iatm (tsf)l <br />Ratio of fslqc (l) <br />lotal unit weight of soil <br />Effective unrt lJeight of soLI <br />Pines conten! [X] <br />Mean grain size <br />Relative Density <br />Total veltical stress [atm] <br />Effectrve vertj,cal st.ess Ia!m]Effective confining pressure Iatm]Accelelation leduction coefficient by Seed <br />Peak Ground Acceleralion (PGA) in ground surface <br />Page 10 <br />(lsf) l