三峡大学学报（自然科学版）2025，Vol.47Issue(2)：19-25,7.DOI:10.13393/j.cnki.issn.1672-948X.2025.02.003
高心墙堆石坝蓄水初期裂缝成因反演分析研究
Study on the Causes of Cracks at Early Impoundment Stage of High-Core Rockfill Dams
摘要
Abstract
Dam cracking is one of the important problems faced by modern rockfill dam engineering.In the paper,based on the deformation monitoring data of a high-core rockfill dam,the finite element method was used to back analyze and predict the deformation process of the dam,and the inclination method was used to predict the scope of dam cracking and the development trend.The causes of dam cracks were studied and analyzed by combining numerical methods and measured data.The results show that the wetting and rheological effects of the upstream dam material at early impoundment stage are the main factors causing the cracks in the dam.With the development of deformation,the cracks have a tendency to develop towards the core,and will be stabilized after 3 years of operation.In order to ensure the safe operation of the dam,it is recommended to strengthen the monitoring and take measures to prevent cracks.关键词
心墙堆石坝/结构裂缝/有效应力法/工程措施Key words
high-core rockfill dams/structural cracks/effective stress method/engineering measure分类
土木建筑引用本文复制引用
黄晓洪,焦修明,王良,魏匡民,邓曌..高心墙堆石坝蓄水初期裂缝成因反演分析研究[J].三峡大学学报（自然科学版）,2025,47(2):19-25,7.基金项目
国家自然科学基金项目(52109094) （52109094）
中央级公益性科研院所基本科研业务费项目(Y322003,Y320005) （Y322003,Y320005）
国家重点研发计划(2022YFC3080100) （2022YFC3080100）
