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

273Table 7.4: Summary of measured soil properties, estimated soil resistances, and dynamic soilparameters estimated based on the proposed matching procedure at EOD along the pile shaftTestPileISU2ISU3ISU4DepthBelowGround(m)SoilType-USCSAve.CPTUnitTipResis., q c(kPa)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)1.132721 118 4.65 3 31 0.24 5.08 2.922.32 CL∕SC 1852 87 4.84 3 28 0.27 4.83 2.643.51 783 37 4.10 3 17 0.28 5.33 1.674.66823 29 3.15 8 12 0.11 2.03 2.735.85 1420 40 2.64 14 14 0.21 0.76 5.207.04 941 24 2.44 8 16 0.10 2.29 3.748.20 956 25 2.55 3 19 0.07 6.35 1.839.39 983 27 2.58 3 17 0.08 6.35 1.6210.58 CL 1004 28 2.60 3 19 0.07 5.08 1.8611.73 1275 56 4.13 4 25 0.05 5.08 3.1312.92 1522 75 4.86 4 26 0.05 5.08 3.2314.11 2582 54 2.65 4 26 0.06 5.08 3.3315.27 2189 52 2.48 4 26 0.06 5.08 3.2416.46 1182 34 2.61 8 22 0.11 2.54 5.170.61 CL∕SC 6696 128 3.64 8 41 0.29 2.54 5.171.771623 108 7.41 8 40 0.32 3.56 9.49CL2.96 1516 53 4.84 8 37 0.19 2.54 8.734.11 CL/SM 3746 139 3.86 11 35 0.09 0.76 10.825.271819 37 2.09 5 32 0.14 5.33 4.956.46 1682 36 2.10 5 35 0.13 5.33 5.387.62 1671 43 2.48 7 36 0.14 4.83 7.658.78 1092 24 2.07 7 26 0.19 4.83 5.509.97 CL 916 15 1.53 12 20 0.80 1.52 6.6211.13 1804 36 1.92 12 33 0.67 1.78 11.0012.28 1719 29 1.61 9 30 0.28 1.52 7.8513.47 1318 22 1.52 10 25 0.73 1.52 7.1014.63 2278 113 4.85 10 40 0.50 1.52 11.550.582188 105 7.01 3 15 0.74 6.60 1.47CL∕SC1.92 1435 58 4.06 3 26 0.27 6.86 2.483.29 SW-SC 1223 18 2.98 4 16 0.33 4.83 1.984.63 CL/SM 978 6 0.62 5 11 0.39 4.32 1.725.97 CL/SW 1384 6 0.41 6 18 0.39 3.05 3.267.323679 146 4.36 11 37 0.35 2.54 11.648.69 3100 165 5.32 11 46 0.28 2.54 14.3710.03 2541 171 6.74 14 41 0.32 1.02 15.7811.37CL2640 167 6.32 12 45 0.29 1.27 15.2712.71 2154 89 4.06 10 37 0.39 1.27 10.8014.08 2213 76 3.25 11 40 0.42 1.27 12.3815.42 2137 69 3.12 12 37 0.50 1.02 12.5916.76 2157 91 3.12 13 35 0.57 1.02 12.56