Statistical Investigation of Bearing Capacity of Pile Foundation Based on Bayesian Reliability Theory

Table 3

Parameter estimates, RMSE, KS, and R² for the driven pile foundation.

Method	Parameter		RMSE	KS	R^2
	Maximum likelihood method	1.1645				0.1985	0.1122	0.1175	0.9218
Bayesian quantile method	1.1586	0.2017	0.0728	0.0816	0.9577