Gravity dam displacement monitoring using in situ strain and deep learning

Recent studies in dam displacement monitoring primarily focus on single-response monitoring or model updating using advanced techniques. Few studies involve the combination analysis of displacement with other synchronized responses utilizing their monitoring characteristics. In situ strain data provide a strength-safety perspective for dam displacement monitoring. The challenge lies in that estimating displacement directly using limited discrete strain data may be misleading. This paper analyzes the relationship between displacement and global, and multipoint local strains from the perspective of the differences in load effects of gravity dams, and indicates that introducing appropriate state factors improves the estimation. A displacement estimation model driven by strain data and state factors is developed using stacked convolutional neural network, and the variable relationships within the model are interpretated via accumulated local effects. Incorporating specific strength criteria, a novel displacement monitoring indicator based on the tensile safety of the dam heel is proposed. A case study of a gravity dam showcases the effectiveness of the proposed approach in comparison with the solely strain-based model and the traditional hydrostatic-seasonal-time factors-based model.

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Publication Details

Journal
Computer-Aided Civil and Infrastructure Engineering
Published
2024-09-01
DOI
https://doi.org/10.1111/mice.13333
Citations
9
Primary Topic
Dam Engineering and Safety
Type
article
Field-Weighted Citation Impact
2.35

Funders

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article

Gravity dam displacement monitoring using in situ strain and deep learning

Jianchun Qiu, Dongjian Zheng, Xin Wu, Yongtao Liu et al.
9 citations
Computer-Aided Civil and Infrastructure Engineering
Dam Engineering and Safety
2.35
article

Gravity dam displacement monitoring using in situ strain and deep learning

Jianchun Qiu, Dongjian Zheng, Xin Wu, Yongtao Liu, Xingqiao Chen, Haifeng Jiang
article en
9 citations

Abstract

Recent studies in dam displacement monitoring primarily focus on single-response monitoring or model updating using advanced techniques. Few studies involve the combination analysis of displacement with other synchronized responses utilizing their monitoring characteristics. In situ strain data provide a strength-safety perspective for dam displacement monitoring. The challenge lies in that estimating displacement directly using limited discrete strain data may be misleading. This paper analyzes the relationship between displacement and global, and multipoint local strains from the perspective of the differences in load effects of gravity dams, and indicates that introducing appropriate state factors improves the estimation. A displacement estimation model driven by strain data and state factors is developed using stacked convolutional neural network, and the variable relationships within the model are interpretated via accumulated local effects. Incorporating specific strength criteria, a novel displacement monitoring indicator based on the tensile safety of the dam heel is proposed. A case study of a gravity dam showcases the effectiveness of the proposed approach in comparison with the solely strain-based model and the traditional hydrostatic-seasonal-time factors-based model.

Computer-Aided Civil and Infrastructure EngineeringVol. 40(3)
Hohai University (CN), State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering (CN), Yangzhou University (CN)
National Natural Science Foundation of China, Government of Jiangsu Province
Openalex Percentile: Top 12%
Dam Engineering and Safety
2.35
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Gravity dam displacement monitoring using in situ strain and deep learning — Jianchun Qiu, Dongjian Zheng, et al. · Computer-Aided Civil and Infrastructure Engineering (2024) | TGRS Research Map | TGRS