Subgrade cumulative deformation probabilistic prediction method based on machine learning

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-04-01 Epub Date: 2025-01-22 DOI:10.1016/j.soildyn.2025.109233
Zhixing Deng , Linrong Xu , Yongwei Li , Yunhao Chen , Na Su , Yuanxingzi He
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Abstract

To overcome the issues of limited generalization ability and unreliable prediction outcomes in subgrade cumulative deformation (SCD) models, a probabilistic prediction approach combining a data-driven neural network (DEDNN) and the Bootstrap method is introduced. Firstly, three DEDNN models are developed based on ANNs and empirical information, and the optimal DEDNN model is determined through a multi-level comprehensive assessment system. Secondly, four Bootstrap algorithms are used to modify the uncertainty in the optimal DEDNN model, namely Pairs, Residuals, Wild, and Moving Block Bootstrap, to develop and prefer the probabilistic prediction model for SCD.
Ultimately, the optimal probabilistic prediction model is employed to perform advanced prediction analysis, assessing the long-term deformation stability of the subgrade. With the help of a subgrade test section and the excitation test, a case study is carried out. The findings indicate that integrating empirical information with neural networks significantly improves the overall performance of SCD prediction models, identifying the empiricism-constrained neural network (ECNN) as the optimal DEDNN model. The prediction intervals obtained by the four Bootstrap algorithms cover the measured SCD values, and the Wild Bootstrap algorithm is determined to be the optimal Bootstrap algorithm because it has the smallest CWC value (0.5170 mm). The SCD is controlled within 4 mm at the end of the excitation test, and the prediction upper limit from the advanced probabilistic prediction is stabilized at 4.62183 mm, indicating that the long-term SCD value meets the requirements.
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基于机器学习的路基累积变形概率预测方法
针对路基累积变形(SCD)模型泛化能力有限、预测结果不可靠的问题,提出了一种结合数据驱动神经网络(DEDNN)和Bootstrap方法的概率预测方法。首先,基于人工神经网络和经验信息建立了三个DEDNN模型,并通过多层次综合评价体系确定了最优DEDNN模型;其次,利用四种Bootstrap算法(Pairs、Residuals、Wild和Moving Block Bootstrap)对最优DEDNN模型中的不确定性进行修正,建立并优选出SCD的概率预测模型。最后利用最优概率预测模型进行超前预测分析,评估路基长期变形稳定性。结合某路基试验段和励磁试验,进行了实例分析。研究结果表明,将经验信息与神经网络相结合可以显著提高SCD预测模型的整体性能,经验约束神经网络(ECNN)是最优的DEDNN模型。四种Bootstrap算法得到的预测区间覆盖了实测的SCD值,由于Wild Bootstrap算法的CWC值最小(0.5170 mm),因此被确定为最优的Bootstrap算法。励磁试验结束时,SCD值控制在4 mm以内,先进概率预测的预测上限稳定在4.62183 mm,说明长期SCD值满足要求。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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