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

xvTable 5.2: Comparison of Resistance Factors Obtained using the Conventional LRFDframework based on WEAP-SA ......................................................................................199Table 6.1: Summary of data records for three soil profiles from PILOT ....................................237Table 6.2: Summary of pile records from field tests at EOD ......................................................239Table 6.3: Summary of pile records from field tests from last restrike .......................................240Table 6.4: Summary of adjusted measured pile resistances at EOD and setup resistances forclay profile only ...............................................................................................................241Table 6.5: Summary of the empirical scale and concave factors .................................................242Table 6.6: Regionally-calibrated results for WEAP ....................................................................242Table 6.7: Regionally-calibrated results for CAPWAP ...............................................................243Table 6.8: Construction control and resistance factors for the Iowa Blue Book method ............243Table 6.9: Recommended resistance factors for the Iowa Blue Book, WEAP and CAPWAP ...244Table 7.1: Summary of suggested dynamic soil parameters found in the literature ....................272Table 7.2: Statistical summary for dynamic soil parameters (after Liang, 2000) ........................272Table 7.3: Comparison of average damping factors obtained from CAPWAP on test piles andWEAP on SPT (after Liang, 2000) ..................................................................................272Table 7.4: Summary of measured soil properties, estimated soil resistances, and dynamic soilparameters estimated based on the proposed matching procedure at EOD along thepile shaft ...........................................................................................................................273Table 7.5: Summary of measured soil properties, estimated soil resistances, and dynamic soilparameters estimated based on the proposed matching procedure at BOR along thepile shaft ...........................................................................................................................275Table 7.6: Summary of measured soil properties, estimated soil resistances, and dynamic soilparameters estimated based on the proposed matching procedure at EOD near the piletoe .....................................................................................................................................275Table 7.7: Comparison between the default and proposed CAPWAP matching procedures interms of match quality .....................................................................................................276Table 7.8: Summary of soil profile and dynamic soil parameters estimated using proposedequations for ISU8 at EOD ..............................................................................................276