Ultimate Load Tests on Bearing Behavior of Large-Diameter Bored Piles in Weathered Rock Foundation

Table 3

Deformation and capacity of test piles.

Test pile number	L/D	Rock-socketed depth (m)	Maximum load (kN)	Standard value of ultimate bearing capacity (kN)	Pile end resistance (×10^2 kN)	End resistance ration	Maximum settlement (mm)	Residual sedimentation rate (%)	Resilient rate (%)
TP1	25.55	5.49	10500	9378	69	2	44.98	72.6	27.4
TP2	31.88	5.52	9000	8597	29	1/2	43.68	80.5	19.5
TP3	33.13	6.42	9700	9000	36	2/3	46.56	70.4	29.6