Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit

Table 5

p-y curve parameter of the end-suspended pile.

Working condition	α	β	Bearing capacity (kN)	k (MPa)	Bearing capacity reduction coefficient	Foundation modulus reduction coefficient
800@1,500	0.01288	0.00145	538.4	77.6	0.785	0.748
900@1,800	0.00748	0.00118	690.2	133.7	0.815	0.648
900@1,500	0.01265	0.00131	591.3	78.7	0.797	0.742
900@1,200	0.01395	0.00202	388.4	71.7	0.828	0.806
1,000@1,500	0.01245	0.00160	505.3	80.3	0.813	0.809