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r r r r r r r r <br /> Col 11 Col 2i Col 17i Coll 18i Col 19i Col 20i Col 211 Coll 22i Col 23i Col 241 Coll 25i Coll 26i Col 271- Coll28i Col29i <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,Qt, permeability,ksBT SPT NeD SPT(NI)GO Density,D, Angle,rp' modulus,E. modulus,G. s„ s„/o'„ ratio,OCR <br /> m ftft/sec blows/ft blowstft % degrees is 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 4 2.71 8.76 3.00E-8 0.9 1.8 171 0.21 0.74 3.3 <br /> 1.750 5.741 5 2.18 55.75 3.00E-6 5.7 10.4 40 40 108 377 <br /> 1.950 6.398 5 2.10 74.46 3.00E-6 8.1 14.0 46 41 159 445 <br /> 2.150 7.054 6 1.67 120.54 3.00E-4 13.6 22.2 59 44 312 577 <br /> 2.350 7.710 6 1.66 135.56 3.00E-4 16.0 24.9 62 44 369 629 <br /> 2.550 8.366 6 1.84 158.59 3.00E-4 20.0 29.8 67 45 431 682 <br /> 2.750 9.022 8 2.34 83.57 3.00E-6 12.1 17.4 49 41 214 <br /> 2.950 9.678 3 2.81 21.98 1.00E-9 3.9 5.5 694 0.89 1.61 7.3 <br /> 3.150 10.335 4 2.52 40.46 3.00E-8 6.9 9.2 1396 1.82 3.10 13.9 <br /> 3.350 10.991 4 2.60 23.40 3.00E-8 4.2 5.5 850 1.09 1.75 7.9 <br /> 3.550 11.647 4 2.62 24.20 3.00E-8 4.7 5.9 917 1.18 1.78 8.0 <br /> 3.750 12.303 4 2.72 22.61 3.00E-8 4.8 5.9 887 1.14 1.62 7.3 <br /> 3.950 12.959 5 2.44 41.77 3.00E-6 8.1 9.8 35 36 138 540 <br /> 4.150 13.615 5 2.14 92.53 3.00E-6 16.6 19.4 51 41 324 729 <br /> 4.350 14.272 5 2.20 109.58 3.00E-6 20.8 23.7 56 41 393 790 <br /> 4.550 14.928 9 2.41 83.08 1.00E-8 17.7 19.8 5.00 5.87 26.4 <br /> 4.750 15.584 4 2.43 76.37 3.00E-8 16.9 18.4 3602 4.74 5.33 24.0 <br /> 4.950 16.240 9 2.35 97.83 1.00E-8 21.5 23.0 6.28 6.77 30.5 <br /> 5.150 16.896 4 2.64 50.15 3.00E-8 13.1 13.7 2511 3.28 3.41 15.3 <br /> 5.350 17.552 4 2.62 40.82 3.00E-8 10.9 11.2 2118 2.76 2.75 12.4 <br /> 5.550 18.209 4 2.57 53.30 3.00E-8 14.1 14.2 2833 3.71 3.57 16.1 <br /> 5.750 18.865 4 2.64 47.89 3.00E-8 13.6 13.5 2624 3.43 3.18 14.3 <br /> 5.950 19.521 4 2.50 71.70 3.00E-8 19.5 19.0 4015 5.28 4.71 21.2 <br /> 6.150 20.177 3 2.69 45.09 1.00E-9 14.1 13.4 2622 3.42 2.96 13.3 <br /> 1/7/2009 9:51 AM 10-291cpt-03[INTERPRETATIONS] Page 2 of 8 <br />