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

Table 2

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

Method	Parameter		RMSE	KS	R^2
	Maximum likelihood method	1.1042				0.1952	0.0677	0.0462	0.8826
Bayesian quantile method	1.1322	0.1897	0.0329	0.0165	0.9283