Laserfiche WebLink
r r r r I r r r r <br /> Col 1i Col 2i Col 17i Col 18i Coll 19i Col 20i Coll 211 Col 221 Coll 23i Col 241 Coll 251 Col 26i Col 271 Coll 281 Col 291 <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,Qi„ permeability,kseT SPT 1480 SPT(NIS Density,D, Angle,(p' modulus,E. modulus,Go s„ S„/a'„ ratio,OCR <br /> m ft ft/sec) (blows/it blows/ft % d Tees is is tsf <br /> 26.750 87.762 3 2.87 22.57 1.00E-9 21.7 11.8 3679 4.56 1.29 5.8 <br /> 26.950 88.419 3 2.84 24.24 1.00E-9 22.3 12.2 3903 4.86 1.36 6.1 <br /> 27.150 89.075 3 2.82 24.73 1.00E-9 22.6 12.3 3974 4.95 1.38 6.2 <br /> 27.350 89.731 3 2.88 20.73 1.00E-9 20.3 11.0 3449 4.25 1.18 5.3 <br /> 27.550 90.387 3 2.85 19.51 1.00E-9 18.6 10.1 3245 3.97 1.10 4.9 <br /> 27.750 91.043 4 2.85 17.44 3.00E-8 16.6 9.0 2943 3.57 0.98 4.4 <br /> 27.950 91.699 3 2.89 16.50 1.00E-9 16.3 8.8 2846 3.44 0.94 4.2 <br /> 28.150 92.356 3 2.88 17.64 1.00E-9 17.3 9.3 3032 3.68 1.00 4.5 <br /> 28.350 93.012 4 2.80 24.18 3.00E-8 21.9 11.7 3959 4.92 1.33 6.0 <br /> 28.550 93.668 3 2.89 20.44 1.00E-9 20.7 11.0 3511 4.32 1.17 5.2 <br /> 28.750 94.324 3 2.88 20.14 1.00E-9 20.1 10.7 3469 4.26 1.14 5.2 <br /> 28.950 94.980 3 2.88 20.28 1.00E-9 20.3 10.8 3495 4.29 1.15 5.2 <br /> 29.150 95.636 3 2.85 20.82 1.00E-9 20.4 10.8 3568 4.39 1.17 5.3 <br /> 29.350 96.293 3 2.91 14.42 1.00E-9 15.1 8.0 2618 3.12 0.83 3.7 <br /> 29.550 96.949 3 2.88 16.26 1.00E-9 16.5 8.7 2902 3.49 0.92 4.1 <br /> 29.750 97.605 4 2.79 21.62 3.00E-8 19.9 10.5 3657 4.50 1.18 5.3 <br /> 29.950 98.261 4 2.75 27.19 3.00E-8 24.3 12.8 4473 5.58 1.46 6.6 <br /> 30.150 98.917 3 2.82 25.56 1.00E-9 24.7 13.0 4357 5.42 1.41 6.4 <br /> 30.350 99.573 4 2.80 22.05 3.00E-8 21.0 11.0 3784 4.66 1.21 5.4 <br /> 30.550 100.230 4 2.71 32.53 3.00E-8 28.3 14.8 5295 6.67 1.72 7.7 <br /> 30.750 100.886 3 2.95 19.73 1.00E-9 22.5 11.7 3635 4.45 1.14 5.1 <br /> 30.950 101.542 3 2.96 14.53 1.00E-9 17.1 8.9 2774 3.30 0.84 3.8 <br /> 31.150 102.198 3 2.94 14.79 1.00E-9 16.9 8.8 2810 3.35 0.85 3.8 <br /> 1/7/2009 9:51 AM 10-291cpt-03[INTERPRETATIONS] Page 8 of 8 <br />