不确定度量化
加权
数据挖掘
校准
计算机科学
贝叶斯概率
主成分分析
不确定度分析
敏感性分析
一致性(知识库)
可靠性(半导体)
航程(航空)
灵敏度(控制系统)
过程(计算)
领域(数学)
数据同化
组分(热力学)
数据集成
多项式混沌
贝叶斯推理
冗余(工程)
替代模型
光学(聚焦)
算法
数学优化
估计理论
数据建模
数学
可识别性
克里金
作者
Ningxin Yang,Truong Le,Lidija Zdravković,David M. Potts
出处
期刊:Geotechnique
[ICE Publishing]
日期:2026-09-30
卷期号:76 (11): 1268-1281
标识
DOI:10.1680/jgeot.25.00652
摘要
Calibration of soil parameters is essential for reliable geotechnical analysis, yet remains challenging due to limited field measurements, model discrepancy, correlated outputs and the need to incorporate multiple-source data types. This paper proposes a sequential Bayesian framework that enables staged data assimilation and progressive refinement of a wide range of model parameters, thereby improving the reliability of predictions of engineering behaviour throughout the entire construction and operation life cycle. A reduced-order modelling approach, combining principal component analysis and polynomial chaos expansion, is employed to construct efficient surrogates that preserve output correlations and support global sensitivity analysis. A custom likelihood formulation is developed to integrate multiple observation types while explicitly accounting for model discrepancy and uncertainty. To focus calibration efforts on critical regions, a spatial weighting strategy is used, reflecting zones of engineering significance. The proposed methodology is demonstrated through a full-scale laterally loaded pile test. Results indicate that the surrogate model yields accurate and computationally efficient predictions, and that the Bayesian updating process systematically reduces parameter uncertainty while maintaining consistency with field observations.
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