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高混凝土面板堆石坝接缝止水试验研究和应用

郦能惠 王立安 任强 张志韬 张贤 王新奇 代巧枝

岩土工程学报2025,Vol.47Issue(1):30-37,8.
岩土工程学报2025,Vol.47Issue(1):30-37,8.DOI:10.11779/CJGE20230963

高混凝土面板堆石坝接缝止水试验研究和应用

Mechanical properties of new type of joint waterstop for high CFRDs and its application

郦能惠 1王立安 1任强 1张志韬 1张贤 1王新奇 2代巧枝2

作者信息

  • 1. 南京水利科学研究院岩土工程研究所,江苏 南京 210024
  • 2. 黄河勘测规划设计研究院有限公司,河南 郑州 450031
  • 折叠

摘要

Abstract

The concrete face rockfill dam(CFRD)is one of the most competitively powerful dam types now.In order to ensure the safety of high CFRDs the stress and strain behaviors of dam body and concrete face as well as the displacements of joints have become the point of engineering researches.A new type of joint waterstop is put forword and used in several high CFRDs.The mechanical properties of the new type of joint waterstop for high CFRDs are investigated,and a series of stiffness expressions for three-dimension displacements of joints are established.The proposed stiffness expressions can represent the contribution of main components of waterstop to the force transfer from face slab to face slab and from face slab to plinth,and then the influences of arrangement of the high CFRDs on the stress and strain behaviors of CFRDs especially under complex topographical and serological conditions are revealed.

关键词

混凝土面板堆石坝/接缝止水/应力变形性状/劲度表达式

Key words

concrete face rockfill dam/joint waterstop/stress strain behavior/stiffness expression

分类

建筑与水利

引用本文复制引用

郦能惠,王立安,任强,张志韬,张贤,王新奇,代巧枝..高混凝土面板堆石坝接缝止水试验研究和应用[J].岩土工程学报,2025,47(1):30-37,8.

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