Advances in Civil Engineering / 2020 / Article / Tab 2

Research Article

Bayesian Estimation of Resistance Factor for Bored Piles Based on Load Test Database

Table 2

Load testing data of pile capacity in cohesive soil.

Case numberDs (mm)DB (mm) (m)s (mm)Qp (kN)Qm (kN)ab

3460060090.59480748000.480.96
3560060011.52.7644741002.870.82
3675075021.82.34652171003.550.71
3735035017.30.1813987600.050.99
386106106.521.19206223003.400.80
396006006.513.5328031004.960.84
4060080024122545336012.430.64
41610610922.9304026505.300.72
4261061071.65223518001.080.90
437507501337417937003.050.80
4445045091.79365829301.760.88
4535035051.7119617002.550.76
4650050061.7233319002.850.76
47600600685.37075202.650.62
48450450620.3122511750.820.94
49300300614.197510801.190.86
506006009.64.4322335002.920.80
514004008.72.9122112400.820.93
523503508.798348251.760.84
53410410110.95144414501.450.87
546156151236237530004.830.75
556156151235194824503.920.74
56610610725.4118414002.430.72
576106101.517.84625101.000.93
585005007.85.58239236002.670.84
594304306.54.4990711503.360.74
6045060015.54.19181823102.980.82
6175075010.21.89586985003.940.79
62450450845.53129212308.400.50
63450450822.7129218201.660.85
6445045083.93211025801.520.89
6545045084.83211026702.140.86
6645045084.0211027902.390.84
6745045083.35211029002.200.85
6845045082.85211042003.860.76
6945045083.2160228001.740.87
704507504.52.96890696004.220.76
7143043071.19115616601.670.86
7255055066.57291648001.460.90
73910910121.3508870501.070.92
7491091091.8508859000.990.93
7591091091.16764897004.580.72
7691091090.68472170001.780.86
7753043083.38195518803.630.75
7860060014.92.13423054303.480.79
7960060014.63.26419630001.310.92
8075075015.42.35615362501.930.89
8160060014.71.74420744501.950.87
8275075015.71.9510172130005.370.75
835005007.22.2329433001.640.87
847507507.21.6626648100.880.93
855005007.29.5190122002.790.81
867507507.27.2351553004.030.77

Note. Ds is the pile shaft diameter; DB is the pile bottom diameter; L is the pile length; s is the final settlement of load tests; a and b are two hyperbolic curve-fitting parameters.

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