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针对桩基概率分析的特点，对传统的贝叶斯原理进行了改进，提出了通过现场试验结果修正桩基承载力的先验分布而得到桩基承载力后验分布的概率分析新方法，并介绍了一个计算实例。
According to the characteristics of pile foundation probabilistic analysis, the traditional Bayesian principle is improved. A new method of probabilistic analysis of the posterior distribution of bearing capacity of pile foundation is proposed by correcting the prior distribution of bearing capacity of pile foundation through field test results. Introduced a calculation example.