Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

Calculation of Pile Side Friction by Multiparameter Statistical Analysis

Table 3

Average settlement value of the test pile.

Serial numberLoad (kN)Loading time (min)Settlement (mm)
Loading time at this level (min)Accumulated time (min)Settlement at this level (mm)Accumulated settlement (mm)

12,0001201200.20500.2050
23,0001202400.36250.5675
34,0001203600.38000.9475
45,0001204800.43751.3850
56,0001206000.07001.4550
67,0001507500.83252.2875
78,0001509001.15503.4425
89,00015010503.78507.2275
910,000150120014.742521.9700
1011,000120132020.772542.7425
1112,000150147030.124172.8666

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