Advances in Civil Engineering / 2020 / Article / Tab 1

Research Article

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

Table 1

Load testing data of pile capacity in noncohesive soil.

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

143043080.42132113750.060.99
260075090.76378346000.740.94
3750600111.2270530000.400.97
43603507.835108410507.980.61
54004009.55.6120213571.400.89
64004009.510.1120213801.450.92
740040086113110500.800.92
84004009.55120212251.970.84
940040031111788403.700.72
1052052016.512.7675456003.910.86
1143043011.53.41128712500.750.94
1245045090.97114515002.080.80
1340040010509409703.880.74
144004007706795402.890.73
155005007.875122660010.930.46
165005001077158311755.290.59
1740040011416058005.920.72
184004009.2574724807.870.58
195005009.5607936258.130.44
2050050011.8621060102510.460.51
2150050012.36091611604.290.70
2250050014.580113215003.900.75
233053051340.3202820108.440.50
24305305136.4305160004.800.60
253053051397202812001.300.53
263053051318.3305146501.130.97
2752076012.250256316902.970.83
2852076012.293247816203.360.84
295207601226.5211116505.360.80
305207601235245121004.600.70
315207601523.3297426808.800.85
3252076063.5364436500.060.99
3352076085373956000.740.94

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