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考虑蠕变劣化效应的库岸边坡变形机制与预测研究

潘少华 路瑞利 蒋舒

人民长江2026,Vol.57Issue(5):145-152,8.
人民长江2026,Vol.57Issue(5):145-152,8.DOI:10.16232/j.cnki.1001-4179.2026.05.017

考虑蠕变劣化效应的库岸边坡变形机制与预测研究

Study on long-term deformation mechanism and prediction of reservoir bank slopes considering creep deterioration effects

潘少华 1路瑞利 2蒋舒3

作者信息

  • 1. 长江工程职业技术学院,湖北 武汉 430212||长江勘测规划设计研究有限责任公司,湖北 武汉 430010
  • 2. 长江工程职业技术学院,湖北 武汉 430212
  • 3. 武汉大学 土木建筑工程学院,湖北 武汉 430072
  • 折叠

摘要

Abstract

The long-term stability of reservoir bank slopes is a critical issue for reservoir safe operation.Focusing on a reser-voir bank slope at a hydropower station in southwestern China,this study systematically investigates the multi-factor coupled mechanisms governing slope deformation,with particular emphasis on the controlling role of creep deterioration effects.Based on the Nishihara mechanical model and multivariate regression analysis,a prediction method for long-term slope deformation is pro-posed,which comprehensively considers rock mass softening,long-term creep,and effective stress variations.Quantitative predic-tions of future deformation trends are also provided.The results indicate that periodic fluctuations in reservoir water levels,espe-cially during the drawdown phase,are the dominant factor inducing rock deterioration in the fluctuation zone and driving long-term slope deformation.Specifically,the viscoplastic deformation of rock in the fluctuation zone exhibits stepwise growth under cy-clic water-level changes,gradually becoming the primary contributor to cumulative slope displacement.Therefore,controlling and dynamically monitoring the viscoplastic deformation of rock in the water-level fluctuation zone are key measures to ensure the long-term stability of reservoir bank slopes.This study provides references for long-term deformation prediction and stability e-valuation of reservoir bank slopes.

关键词

库岸边坡/蠕变劣化效应/库水涨落/西原体力学模型/长期变形/消落带岩体

Key words

reservoir bank slope/creep deterioration effects/reservoir water level fluctuation/Nishihara mechanical model/long-term deformation/rock mass in water level fluctuation zone

分类

建筑与水利

引用本文复制引用

潘少华,路瑞利,蒋舒..考虑蠕变劣化效应的库岸边坡变形机制与预测研究[J].人民长江,2026,57(5):145-152,8.

基金项目

长江设计集团自主科研项目(CX2019Z20) (CX2019Z20)

国家自然科学基金项目(5247910) (5247910)

湖北省自然科学基金面上项目(2023AFB887) (2023AFB887)

湖北省住房和城乡建设厅科技项目(2023148) (2023148)

人民长江

1001-4179

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