混凝土面板堆石混合坝性状的预测

郦能惠; 孙大伟; 王年香; 黄悦照; 肖贡元

混凝土面板堆石混合坝性状的预测 English Version

南京水利科学研究院岩土工程研究所；水文水资源与水利工程国家重点实验室；三峡大学；华东宜兴抽水蓄能有限公司；上海勘测设计研究院；

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出版历程
- 发布日期: 2009-08-16

Prediction of performance of concrete face rockfill dam combined with toe retaining wall

1. Department of Geotechnical Engineering Nanjing Hydraulic Research Institute Nanjing 210024 China 2. State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering Nanjing 210029 China 3. China Three Gorges University Yichang 443002 China 4. East China Yixing Pumped Storage Power Co. Ltd. Yixing 214205 China 5. Shanghai Investigation Design Research Institute Shanghai 200434 China

摘要

摘要: 对宜兴抽水蓄能电站上水库主坝施工期性状进行了监测,基于原型观测资料采用反分析对本构模型及其参数进行了验证,在此基础上,采用数值分析、土工离心模型试验和原型观测相结合的方法预测了带有坝趾挡墙的混凝土面板堆石混合坝的应力变形性状和抗滑稳定性。结果表明:混凝土面板堆石混合坝是一种适合于复杂地形条件的、特别是适合于抽水蓄能电站上水库条件的理想坝型。
- 混凝土面板堆石坝 /
- 坝趾挡墙 /
- 应力变形 /
- 性状 /
- 预测 /
- 反分析 /
- 土工离心模型试验 /
- 原型观测
Abstract: The performance of the main dam of the head reservoir at construction stage is observed for Yixing Pumped Storage Power Station. The constitutive model and calculating parameters are verified using the back analysis based on the prototype observation data. Its stress-deformation behaviors and stability against sliding are predicted using a combined method with numerical calculation, geotechnical centrifugal model tests and prototype observation. It is concluded that the concrete face rockfill dam combined with toe retaining walls is a good dam type suitable for complex topographical conditions, especially for head reservoir conditions of pumped storage power stations.
- concrete face rockfill dam /
- toe retaining wall /
- stress deformation /
- performance /
- prediction /
- back analysis /
- geotechnical centrifugal model test /
- prototype observation