S - Kam Ng PhD Dissertation Final.pdf - Digital Repository of CCEE ...

274TestPileISU5ISU6ISU9DepthBelowGround(m)SoilType-USCSAve.CPTUnitTipResis., q c(kPa)Table 7.4: (continue)Ave.CPTUnitSkinFriction,f s (kPa)Ave.FrictionRatio,FR (%)Ave.SPTN-valueEst.SoilResis., R s(kN)ShaftDampingFactor, J s(s/m)ShaftQuakeValue,q s(mm)DampingCoeff.BasedOnLiang(2000)Eq.(7.3), c s(kN-s/m)0.82 ML/SC 2185 68 3.49 - 33 2.57 0.51 3.222.44857 59 7.06 6 68 0.09 5.59 12.384.02 1482 124 8.59 8 71 0.09 4.32 16.765.61 1318 110 8.80 9 71 0.08 4.06 18.78CL7.19 1779 113 6.37 9 71 0.10 4.06 18.758.81 1741 112 6.55 10 72 0.29 3.30 20.6510.39 1604 97 6.13 22 69 0.59 1.02 37.4011.98 CL/SC 2334 126 5.35 22 70 1.65 1.78 38.0613.563468 155 4.47 15 77 0.36 1.78 31.3315.18 CL 3310 128 3.97 13 76 0.32 2.03 27.2816.76 3310 127 3.72 13 74 0.31 2.03 26.560.525581 87 2.08 12 27 0.19 5.84 4.841.68 CL∕SC 2361 118 5.07 12 33 0.11 5.33 11.052.83 2156 81 4.05 12 36 0.11 6.35 11.974.02 CL/SM 1149 56 5.27 12 33 0.11 6.10 11.115.188279 77 1.04 23 99 0.03 2.54 29.37SM6.34 5559 58 1.63 23 73 0.04 2.54 21.867.531510 46 3.61 8 34 0.11 4.32 7.968.69 979 44 4.62 8 32 0.06 4.32 7.559.85 2582 60 3.27 10 42 0.09 3.56 12.0711.03 1626 62 3.82 16 36 0.49 0.76 15.2812.19 CL 2147 81 3.76 23 34 0.48 0.51 18.8713.35 2250 83 3.65 23 33 0.53 0.51 18.6514.54 2241 78 3.44 23 35 0.49 0.51 19.9215.70 2302 78 3.42 23 34 0.52 0.51 19.0716.86 4349 150 3.25 22 35 0.50 0.51 18.872.014280 91 3.86 8 34 0.71 6.60 8.07CL∕SC4.05 1118 66 5.74 4 9 1.31 4.32 1.156.138476 64 1.83 6 69 0.32 9.40 6.708.17 SW 10252 58 0.57 7 84 0.32 8.38 9.3410.21 12517 69 0.55 11 102 0.31 5.08 16.9112.28 SP 14925 64 0.43 13 125 0.10 1.27 23.7814.27 SW 27415 185 0.59 24 233 0.10 1.02 70.60