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 number | Ds (mm) | DB (mm) | (m) | s (mm) | Qp (kN) | Qm (kN) | a | b |
| 1 | 430 | 430 | 8 | 0.42 | 1321 | 1375 | 0.06 | 0.99 | 2 | 600 | 750 | 9 | 0.76 | 3783 | 4600 | 0.74 | 0.94 | 3 | 750 | 600 | 11 | 1.2 | 2705 | 3000 | 0.40 | 0.97 | 4 | 360 | 350 | 7.8 | 35 | 1084 | 1050 | 7.98 | 0.61 | 5 | 400 | 400 | 9.5 | 5.6 | 1202 | 1357 | 1.40 | 0.89 | 6 | 400 | 400 | 9.5 | 10.1 | 1202 | 1380 | 1.45 | 0.92 | 7 | 400 | 400 | 8 | 6 | 1131 | 1050 | 0.80 | 0.92 | 8 | 400 | 400 | 9.5 | 5 | 1202 | 1225 | 1.97 | 0.84 | 9 | 400 | 400 | 3 | 11 | 1178 | 840 | 3.70 | 0.72 | 10 | 520 | 520 | 16.5 | 12.7 | 6754 | 5600 | 3.91 | 0.86 | 11 | 430 | 430 | 11.5 | 3.41 | 1287 | 1250 | 0.75 | 0.94 | 12 | 450 | 450 | 9 | 0.97 | 1145 | 1500 | 2.08 | 0.80 | 13 | 400 | 400 | 10 | 50 | 940 | 970 | 3.88 | 0.74 | 14 | 400 | 400 | 7 | 70 | 679 | 540 | 2.89 | 0.73 | 15 | 500 | 500 | 7.8 | 75 | 1226 | 600 | 10.93 | 0.46 | 16 | 500 | 500 | 10 | 77 | 1583 | 1175 | 5.29 | 0.59 | 17 | 400 | 400 | 11 | 41 | 605 | 800 | 5.92 | 0.72 | 18 | 400 | 400 | 9.2 | 57 | 472 | 480 | 7.87 | 0.58 | 19 | 500 | 500 | 9.5 | 60 | 793 | 625 | 8.13 | 0.44 | 20 | 500 | 500 | 11.8 | 62 | 1060 | 1025 | 10.46 | 0.51 | 21 | 500 | 500 | 12.3 | 60 | 916 | 1160 | 4.29 | 0.70 | 22 | 500 | 500 | 14.5 | 80 | 1132 | 1500 | 3.90 | 0.75 | 23 | 305 | 305 | 13 | 40.3 | 2028 | 2010 | 8.44 | 0.50 | 24 | 305 | 305 | 13 | 6.4 | 3051 | 6000 | 4.80 | 0.60 | 25 | 305 | 305 | 13 | 97 | 2028 | 1200 | 1.30 | 0.53 | 26 | 305 | 305 | 13 | 18.3 | 3051 | 4650 | 1.13 | 0.97 | 27 | 520 | 760 | 12.2 | 50 | 2563 | 1690 | 2.97 | 0.83 | 28 | 520 | 760 | 12.2 | 93 | 2478 | 1620 | 3.36 | 0.84 | 29 | 520 | 760 | 12 | 26.5 | 2111 | 1650 | 5.36 | 0.80 | 30 | 520 | 760 | 12 | 35 | 2451 | 2100 | 4.60 | 0.70 | 31 | 520 | 760 | 15 | 23.3 | 2974 | 2680 | 8.80 | 0.85 | 32 | 520 | 760 | 6 | 3.5 | 3644 | 3650 | 0.06 | 0.99 | 33 | 520 | 760 | 8 | 5 | 3739 | 5600 | 0.74 | 0.94 |
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