首页 | 本学科首页   官方微博 | 高级检索  
     

渗透溶蚀作用下混凝土坝质量损失分布规律
引用本文:周东昊,沈振中,马保泰,张开来.渗透溶蚀作用下混凝土坝质量损失分布规律[J].水利水电科技进展,2022,42(2):72-78.
作者姓名:周东昊  沈振中  马保泰  张开来
作者单位:河海大学水利水电学院, 江苏 南京 210098;河海大学水利水电学院, 江苏 南京 210098; 河海大学水文水资源与水利工程科学国家重点实验室, 江苏 南京 210098
基金项目:国家自然科学基金/雅砻江联合基金(U1765205);江苏省研究生科研创新计划(KYCXl8-0598);中央高校基本科研业务费专项(20188630X14)
摘    要:针对渗透溶蚀作用下混凝土坝固相钙的分解问题,基于水泥基材料渗透溶蚀分析模型,提出了混凝土坝溶蚀质量的计算方法,并以石漫滩水库重建工程碾压混凝土重力坝为例,研究了大坝不同部位的溶出质量分布规律.计算结果表明:仿真结果与监测数据吻合良好,验证了该方法的正确性;石漫滩水库重建工程碾压混凝土重力坝胶凝物质溶出部位集中在面板底部...

关 键 词:渗透溶蚀  混凝土坝  质量损失  固相钙  胶凝物质  计算方法
收稿时间:2021/10/22 0:00:00

Distribution law of concrete dam mass loss under seepage erosion
ZHOU Donghao,SHEN Zhenzhong,MA Baotai,ZHANG Kailai.Distribution law of concrete dam mass loss under seepage erosion[J].Advances in Science and Technology of Water Resources,2022,42(2):72-78.
Authors:ZHOU Donghao  SHEN Zhenzhong  MA Baotai  ZHANG Kailai
Affiliation:College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China; State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China
Abstract:Aiming at the problem of solid calcium decomposition under seepage erosion of concrete dams, based on the analysis model of cement-based material advection-diffusion-driven leaching model, the calculation method for concrete dam leaching quality was proposed. Taking the RCC gravity dam of the Shimantan Reservoir as an example, the distribution of the leached quality of different dam sections was studied. The calculation results show that the simulation results are in good agreement with the monitoring data, which verifies the correctness of the method. The leached parts of the dam cementitious materials are concentrated at the bottom of the concrete face slabs, the upstream side of the key-wall and the connection part of the curtain and the key-wall. The existence of the drainage pipes can affect the leaching rate of the cementitious materials. After 100 years of leaching duration, the mass percents of the cementitious materials of the curtain, key-wall, panel and dam body are 5. 5%, 5. 6%, 4. 5% and 1. 2% respectively, which shows that the advection-diffusion-driven leaching has a great impact on the curtain and the key-wall. In the operation of the project, it is necessary to strengthen the leaching monitoring of curtain and key-wall.
Keywords:seepage erosion  concrete dam  mass loss  solid calcium  cementitious material  calculation method
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号