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i <br /> I <br /> ' CPT PT-01 <br /> CPT Contractor Gregg In-Situ Inc <br /> ' Tip Resistance(tsf) Side Friction(tst} Friction Ratio(N.) <br /> 0 50 100 150 0 1 2 3 4 0 2 4 a a 10 <br /> v o v <br /> ' Hand Aug.,r Hand Nuger Han Auge <br /> 8 5 5 <br /> 1 <br /> 10 10 10 <br /> m m <br /> m Y <br /> 20 20 <br /> M 25 25 <br /> 25 <br /> 30 30 <br /> 30 <br /> ' CPT DATA Interpretted Soil Properties Legend <br /> Oepth Avg of Avg Fs Avg Id SBT Sod N„ (NI)so Su Ph$ Or at Corrected Tip Resistance <br /> (it) (Isf) list) (SS) Dace tion (blowslft) (tan (Oe ) l%S Fs Sleeve Friction <br /> 049 Hand Au6cr Rf Froon Rabo <br /> 1 48 Hand Au6w saT Sad Behavior Type <br /> 246 Hand Auber RoCeawn and Campanella(1968) <br /> 344 Hand Auger N. SPT Blow Count at 60%Energy <br /> 443 hand Auger Jefferies and Davies(1993) <br /> 541 46 9 224 4 57 4 Sdry Clay to Sandy Clay 12 20 324 (N,). Nm Corrected far Overburden <br /> 640 14 5 066 454 3 Clay 7 11 0!)4 Su Undrained Shear Strength <br /> ' <br /> 730 17 2 046 259 5 Sandy Clay to Clayey Silt 10 15 1 12 NeAstad(1978) <br /> 820 266 1 to 444 3 Clay 12 16 174 Phi Friction Angle <br /> 9 19 354 1 49 419 4 SiltyClay to Sandy Clay 11 16 232 Kulhawy and Mayne(1990) <br /> 10 17 432 1 77 409 5 Sandy Clay to Clayey Silt 11 16 284 Or Relative Density <br /> 11 t5 365 154 422 4 Silty Clay to Sandy CIay 11 15 2 39 Baldt et al (1986) <br /> ' 12 14 231 1 02 440 3 Clay 8 11 149 - <br /> 1321 33 1 1 34 405 4 Silty Clay to Sandy Clay 4 5 215 <br /> 1427 35 7 1 73 485 3 Clay 7 9 232 <br /> 1528 249 101 406 4 Silty Clay to Sandy Clay 12 14 1 60 <br /> 1624 500 246 492 4 Silly Clay to Sandy Clay 5 6 327 <br /> 17 22 529 1 64 3 10 6 Sandy Silt to Silry Sand 7 a 37 496 <br /> 1821 60 1 1 29 2 15 7 Silty Sand 6 7 37 494 <br /> 19 19 194 080 414 3 Clay 6 6 122 <br /> 20 18 278 1 17 422 4 Sdry Clay to Sandy Clay 7 8 1 77 <br /> 21 16 796 330 415 5 Sandy Clay to Clayey Sill 7 8 522 <br /> 22 15 31 4 1 77 563 3 Clay 19 20 200 <br /> ' 23 13 30 7 1 41 4 58 3 Clay 57 59 195 <br /> 2411 265 1 17 442 5 Clay 39 41 1 57 <br />