基于现场原位测试得到的实测沉降量与大量室内土工试验所得土性参数计算出的理论沉降量相比较,并利用贝叶斯统计的基本原理,推导出了沉降修正系数的概率分布模型和模型参数。分析结果表明,提出的方法所得结果合理而可信,可供类似工程参考应用。
Based on the observed settlement datum by plate load test, the probability distribution models and model parameters via Bayesian statistics principle are induced when compared with a lot of calculation settlement. An example has been given to illustrating the present methods' rationality, which is good for extension application.