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

Table 6

p-y curve parameter of the rock-socketed pile.

Working condition	Α	β	Bearing capacity (kN)	K(MPa)
800@1,500	0.00325	0.000289	2,505.0	307.7
900@1,800	0.00263	0.000211	3,737.2	380.2
900@1,500	0.00328	0.000248	2,915.5	304.9
900@1,200	0.00271	0.000362	2,256.1	369.0
1,000@1,500	0.00238	0.000286	2,709.1	420.2