Laserfiche WebLink
EGG <br /> Col 1i Col 21 Coll17i Coll 18i Col 19i Coll20i Col 211 Col 221 Col 23i Col 241 Col 251 Col 26i Col 271 Col 28i Col 29i <br /> Small strain Undrained Undrained <br /> Soil Behavior Type Normalized Cone Estimated Relative Friction Young's shear shear strength, strength ratio, Over consolidation <br /> Depth Depth (normalized)SBT„ SBTn Index,1° resistance,Qr° permeability,kseT SPT N60 SPT(N,)60 Density,Dr Angle,cp' modulus,E. modulus,G° % s„la'„ ratio,OCR <br /> m ft ft/sec blows/ft blowstft % (degrees) t t is <br /> 0.150 0.492 <br /> 0.350 1.148 <br /> 0.550 1.804 <br /> 0.750 2.461 <br /> 0.950 3.117 <br /> 1.150 3.773 <br /> 1.350 4.429 <br /> 1.550 5.085 1 6 1.94 78.89 3.00E-4 7.7 14.4 47 42 160 419 <br /> 1.750 5.741 6 1.74 104.92 3.00E-4 10.9 19.3 55 44 245 504 <br /> 1.950 6.398 6 1.84 119.55 3.00E-4 13.2 22.1 58 44 286 550 <br /> 2.150 7.054 1 6 1.81 114.26 3.00E-4 13.3 21.2 57 43 291 572 <br /> 2.350 7.710 1 6 1.91 93.47 3.00E-4 11.6 17.7 52 42 244 556 <br /> 2.550 8.3666 1.73 110.70 3.00E-4 14.1 20.6 56 43 316 623 <br /> 2.750 9.022 6 1.98 63.94 3.00E-4 8.9 12.5 43 40 182 531 <br /> 2.950 9.678 4 2.73 21.98 3.00E-8 4.0 5.4 728 0.93 1.63 7.3 <br /> 3.150 10.335 3 3.03 13.08 1.00E-9 2.9 3.8 447 0.56 0.91 4.1 <br /> 3.350 10.991 3 2.98 12.72 1.00E-9 2.9 3.7 463 0.57 0.89 4.0 <br /> 3.550 11.647 3 2.96 12.37 1.00E-9 3.0 3.7 476 0.59 0.86 3.9 <br /> 3.750 12.303 4 2.83 16.93 3.00E-8 3.9 4.7 680 0.86 1.19 5.4 <br /> 3.950 12.959 3 3.03 12.23 1.00E-9 3.3 3.9 514 0.63 0.84 3.8 <br /> 4.150 13.615 4 2.75 18.38 3.00E-8 4.4 5.1 806 1.02 1.29 5.8 <br /> 4.350 14.272 3 2.84 18.04 1.00E-9 4.7 5.3 818 1.03 1.24 5.6 <br /> 4.550 14.928 4 2.71 24.03 3.00E-8 6.1 6.7 1126 1.44 1.66 7.5 <br /> 4.750 15.584 4 2.44 54.69 3.00E-8 12.4 13.4 2627 3.44 3.79 17.1 <br /> 4.950 16.240 4 2.58 43.57 3.00E-8 10.9 11.6 2157 2.81 2.98 13.4 <br /> 5.150 16.896 4 2.70 31.02 3.00E-8 8.6 8.9 1594 2.06 2.10 9.4 <br /> 5.350 17.552 4 2.55 38.93 3.00E 8 10.2 10.4 2053 2.67 2.62 11.8 <br /> 5.550 18.209 5 2.24 91.27 3.00E-6 21.0 21.0 51 40 391 861 - <br /> 5.750 18.865 5 2.37 77.73 3.00E-6 19.5 19.1 47 39 342 833 <br /> 5.950 19.521 4 2.64 29.27 3.00E-8 8.7 8.4 1693 2.18 1.92 8.7 <br /> 6.150 20.177 4 2.81 19.16 3.00E-8 6.4 6.1 1163 1.47 1.26 5.7 <br /> 1/7/2009 9:39 AM 291cpt-01 [INTERPRETATIONS] Page 2 of 8 <br />