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

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

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144TestpileISU2ISU3ISU4ISU5ISU6Table 3.4: Percent increase in pile resistance based on WEAP, CAPWAP and SLTType<strong>of</strong>eventTimeafterEOD, t(day)WEAP,∆R t /R EOD(%)CAPWAP, ∆R t /R EOD (%)TotalShaftEndBearing∆R t /R EOD-WEAP (%)SLT∆R t /R EOD-CAPWAP (%)Total Total ShaftEndBearingBOR1 0.17 31 % 44 % 52 % 6 %BOR2 0.92 59 % 61 % 71 % 12 %62 % 55 % 66 % 3 %BOR3 2.97 80 % 61 % 71 % 13 % (9 days after EOD)BOR1 2.85E-3 36 % 4 % 4 % 10 %BOR2 7.30E-3 36 % 6 % 5 % 16 %84 % 52 % 60 % 3 %BOR3 1.66E-2 36 % 31 % 33 % 22 %BOR4 1.11 49 % 45 % 49 % 21 %(36 days after EOD)BOR5 1.96 61 % 49 % 54 % 21 %BOR1 4.05E-3 12 % 4 % 1 % 17 %IncompleteBOR2 1.58E-2 29 % 7 % 5 % 17 % 62 % 51 %ReadingsBOR3 0.04 18 % 19 % 19 % 15 %BOR4 0.74 40 % 33 % 36 % 14 %BOR5 1.74 55 % 42 % 46 % 13 %(16 days after EOD)BOR6 4.75 63 % 51 % 57 % 14 %BOR1 5.38E-3 24 % 7 % 9 % 1 %BOR2 1.26E-2 27 % 21 % 30 % 2 % 70 % 37 % 52 % 3 %BOR3 4.78E-2 30 % 24 % 33 % 3 %BOR4 0.92 42 % 31 % 41 % 7 %BOR5 2.90 59 % 32 % 43 % 7 %(9 days after EOD)BOR6 7.92 79 % 38 % 51 % 8 %BOR1 1.60E-3 -4 % 0 % 0 % 0 %BOR2 4.36E-3 3 % 3 % 2 % 6 %Incomplete54 % 47 %BOR3 1.17E-2 10 % 2 % 1 % 7 %ReadingsBOR4 6.71E-2 20 % 22 % 24 % 11 %BOR5 0.83 43 % 29 % 32 % 12 %BOR6 2.82 57 % 36 % 40 % 15 %BOR7 6.79 73 % 46 % 51 % 17 %(14 days after EOD)BOR8 9.81 82 % 46 % 51 % 16 %Table 3.5: Summary <strong>of</strong> four best-fit trends and their coefficient <strong>of</strong> determinations for ISU6Type <strong>of</strong> TrendBest-Fit EquationNumber <strong>of</strong>Empirical ConstantCoefficient <strong>of</strong>Determination, R 2Exponential( )4 0.9124Square Root √ 3 0.9753Logarithmic ( ) 2 0.9680Rational 4 0.9818

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