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r r-- <br /> r EGG <br /> 7 <br /> Col 11 Col 2i Col 17i Col 18i Col 191 Col 20i Col 211 Col 22i Cot 23i Col 24i Col 251 Col 26i Col 27i Cot 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,I, resistance,Qb permeability,kssT SPT N, SPT(N,)w Density,D, Angle,(p' modulus,E, modulus,G° s° sjo` ratio,OCR <br /> m ft ft/sec blowstft blowsfft % (degrees) 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 2.47 38.98 3.00E-8 3.8 7.3 800 1.05 3.59 16.2 <br /> 1.750 5.741 5 2.12 67.01 3.00E-6 7.0 12.5 44 41 135 409 <br /> 1.950 6.398 5 2.27 48.62 3.00E-6 5.5 9.4 37 38 101 385 <br /> 2.150 7.054 9 2.39 87.84 1.00E-8 10.8 17.5 3.08 7.63 34.3 <br /> 2.350 7.710 6 1.68 141.42 3.00E-4 16.9 26.1 64 44 385 641 <br /> 2.550 8.366 5 2.33 54.06 3.00E-6 7.5 11.1 39 38 133 462 <br /> 2.750 9.022 4 2.63 35.48 3.00E-8 5.7 8.1 1089 1.42 2.73 12.3 <br /> 2.950 9.678 3 3.28 10.13 1.00E-9 2.4 3.3 310 0.38 0.68 3.1 <br /> 3.150 10.335 3 3.21 6.63 1.00E-9 1.7 2.2 229 0.27 0.45 2.0 <br /> 3.350 10.991 3 3.19 5.12 1.00E-9 1.4 1.8 195 0.22 0.35 1.6 <br /> 3.550 11.647 3 3.26 4.94 1.00E-9 1.5 1.9 199 0.22 0.33 1.5 <br /> 3.750 12.303 4 2.79 17.75 3.00E-8 3.9 4.8 700 0.89 1.26 5.7 <br /> 3.950 12.959 5 2.12 112.08 3.00E-6 19.4 23.2 57 42 380 758 <br /> 4.150 13.615 5 2.15 122.66 3.00E-6 22.0 25.7 59 42 428 801 <br /> 4.350 14.272 5 2.20 114.56 3.00E-6 21.6 24.6 57 42 411 803 <br /> 4.550 14.928 4 2.40 71.69 3.00E-8 15.2 16.9 3287 4.33 5.06 22.8 <br /> 4.750 15.584 4 2.54 47.84 3.00E-8 11.1 12.1 2263 2.96 3.32 14.9 <br /> 4.950 16.240 4 2.47 45.98 3.00E-8 10.7 11.4 2254 2.94 3.17 14.3 <br /> 5.150 16.896 4 2.58 40.26 3.00E-8 10.2 10.6 2033 2.65 2.74 12.3 <br /> 5.350 17.552 4 2.55 41.52 3.00E-8 10.6 10.9 2161 2.81 2.80 12.6 <br /> 5.550 18.209 4 2.45 63.27 3.00E-8 15.8 15.9 3362 4.41 4.23 19.1 <br /> 5.750 18.865 4 2.49 53.88 3.00E-8 14.1 14.0 2949 3.86 3.57 16.1 <br /> 5.950 19.521 4 2.62 39.69 3.00E-8 11.3 11.0 2248 2.92 2.62 11.8 <br /> 6.150 20.177 4 2.57 35.86 3.00E-8 10.3 9.9 2089 2.71 2.34 10.6 <br /> 1/7/2009 9:42 AM 9-291 cpt-02[INTERPRETATIONS] Page 2 of 8 <br />