高拱坝变形性态分析及安全监控研究进展

杨光, 王琳, 李波, 孙锦, 张建伟, 韩彰, 李慧

长江科学院院报 ›› 2026, Vol. 43 ›› Issue (2) : 157-165.

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长江科学院院报 ›› 2026, Vol. 43 ›› Issue (2) : 157-165. DOI: 10.11988/ckyyb.20241162
工程安全与灾害防治

高拱坝变形性态分析及安全监控研究进展

作者信息 +

Research Progress on Deformation Behavior Analysis and Safety Monitoring of High Arch Dams

Author information +
文章历史 +

摘要

变形性态是高拱坝坝体、坝基结构性态变化的综合反映,研究并提出科学的高拱坝变形性态分析及安全监控理论,对确保工程安全服役意义重大。因此,对拱坝变形性态分析、拱坝变形性态监控模型、拱坝变形性态预警准则的研究现状进行了评述,着重论述了3个亟需解决的关键科学问题,即:高拱坝-近坝山体变形时变效应互馈机制、高拱坝-近坝山体变形渐进灾变过程互馈机制、高拱坝变形屈曲失稳模式及预警准则。研究成果可为高拱坝变形性态智慧监测、特征分析以及安全监控的研究提供新视角。

Abstract

Deformation is the comprehensive reflection of the structural behavior of high arch dam bodies and their foundations. To ensure the safe service of such projects, it is of utmost importance to study and propose scientific theories for deformation behavior analysis and safety monitoring of high arch dams. This study reviews the current research progress on deformation behavior analysis, monitoring models, and early warning criteria for the deformation behavior of high arch dams, providing a new perspective for intelligent monitoring, characteristic analysis, and safety monitoring of dam deformation. Three key scientific issues that need to be addressed urgently are emphasized, namely, the mutual feedback mechanism of time-varying effects of deformation between high arch dams and adjacent dam abutments, the mutual feedback mechanism of progressive failure process of deformation between the two, and the buckling instability modes and corresponding early warning criteria for the deformation behavior of high arch dams. In future research and practice, the following aspects should be given due attention. First, research on the deformation mechanisms of high arch dams and adjacent dam abutments under complex environmental conditions should be strengthened, with particular emphasis on the impact of cold waves, freeze-thaw cycles, dissolution, and carbonation in cold regions, along with their coupled effects, to refine theoretical models. Second, interdisciplinary integration should be advanced by leveraging emerging technologies, such as artificial intelligence, the Internet of Things, and blockchain, to enable in-depth mining and intelligent analysis of deformation characteristics of high arch dams and adjacent dam abutments. Furthermore, a comprehensive monitoring database and shared platform should be established for deformation of high arch dams and adjacent dam abutments to facilitate efficient management and utilization of monitoring data, thereby providing scientific evidence and technical support for the safe operation, performance improvement, and service life extension of high arch dam projects.

关键词

高拱坝 / 变形性态 / 结构安全 / 智慧监测 / 安全监控

Key words

high arch dam / deformation behavior / structural safety / intelligent monitoring / safety monitoring

引用本文

导出引用
杨光, 王琳, 李波, . 高拱坝变形性态分析及安全监控研究进展[J]. 长江科学院院报. 2026, 43(2): 157-165 https://doi.org/10.11988/ckyyb.20241162
YANG Guang, WANG Lin, LI Bo, et al. Research Progress on Deformation Behavior Analysis and Safety Monitoring of High Arch Dams[J]. Journal of Changjiang River Scientific Research Institute. 2026, 43(2): 157-165 https://doi.org/10.11988/ckyyb.20241162
中图分类号: TV698.1   

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摘要
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基金

国家自然科学基金项目(52109155)
国家自然科学基金项目(42401319)
水灾害防御全国重点实验室开放基金项目(2024491911)
河南省科技攻关项目(242102211010)
河南省科技攻关项目(242102220091)
云南省地方本科高校基础研究联合专项资金项目(202301BA070001-13)
云南省基础研究计划项目(202401CF070006)
昆明学院人才引进项目(XJ20230089)
河南省研究生教育改革与质量提升工程项目(YJS2026ALPY01)
华北水利水电大学学科建设与发展研究资助项目

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