Parameter inverse analysis of high rockfill dams considering material uncertainty based on the EJaya-SESM model

IF 8 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Qiubing Ren , Qin Ke , Yinpeng He , Mingchao Li , Lei Xiao , Heng Li
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引用次数: 0

Abstract

Uncertainties of rockfill material can significantly impact the structural behavior of rockfill dams. Identifying such uncertainties is thus essential to rockfill dam behavior analysis. Traditional material uncertainty identification using Monte Carlo-Stochastic Finite Element (MC-SFE) calculation is extremely tedious and time-consuming. To alleviate the computational burden, this work presents an efficient machine learning method for inverse calculation of rockfill dam material uncertainties based on the Stacking Ensemble Surrogate Model (SESM) and Enhanced Jaya (EJaya) algorithm. In this methodology, a multi-parameter and multi-zone random field is firstly introduced to describe the spatial heterogeneity of rockfill material in the dam body field. Then, MC-SFE is replaced by the stacking ensemble learning-based surrogate model to explore the complex mapping relationships between rockfill material parameters and dam settlement responses. Subsequently, a novel optimization algorithm called EJaya is developed to minimize the objective function for material parameters' inversion calculations. The implementation of the EJaya-SESM model is demonstrated on a real-world high rockfill dam in service as an illustrative example. Through comprehensive forward analysis, the effectiveness and rationality of inversion calculations are further verified. The numerical results show that the stacking ensemble strategy can greatly improve the surrogate model's accuracy with reduced computational time versus MC-SFE calculation, and the inversion outcomes derived from the EJaya algorithm demonstrate superior precision compared to those attained by several commonly used metaheuristic techniques. This study provides an advanced means to achieve excellent performance in parameter inverse analysis of rockfill dams at a low computation cost.
基于EJaya-SESM模型的考虑材料不确定性的高堆石坝参数反演分析
堆石料的不确定性对堆石坝的结构性能有重要影响。因此,识别这些不确定性对于分析堆石坝的行为是至关重要的。传统的蒙特卡罗-随机有限元(MC-SFE)计算方法对材料的不确定度进行识别非常繁琐和耗时。为了减轻计算负担,本文提出了一种基于Stacking Ensemble proxy Model (SESM)和Enhanced Jaya (EJaya)算法的堆石坝材料不确定性逆计算的高效机器学习方法。该方法首次引入多参数、多区域随机场来描述堆石料在坝体场中的空间非均质性。然后,用基于叠加集成学习的代理模型取代MC-SFE模型,探索堆石料参数与坝体沉降响应之间的复杂映射关系。随后,提出了一种新的优化算法EJaya,以最小化材料参数反演计算的目标函数。以实际运行中的高堆石坝为例,对EJaya-SESM模型的实现进行了验证。通过综合正演分析,进一步验证了反演计算的有效性和合理性。数值结果表明,与MC-SFE计算相比,叠加集成策略可以大大提高代理模型的精度,同时减少了计算时间,并且EJaya算法的反演结果比几种常用的元启发式方法具有更高的精度。该研究为以较低的计算成本实现堆石坝参数反分析的优良性能提供了一种先进的手段。
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来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
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