长江科学院院报 ›› 2011, Vol. 28 ›› Issue (10): 118-121.

• 岩土工程 • 上一篇    下一篇

深厚覆盖层及围堰堰体材料工程特性试验技术研究

饶锡保1a,1b , 胡胜刚1a,1b , 程永辉1a,1b , 朱国胜1a,1b , 丁红顺1a,1b , 左永振1a,1b , 周小文 2   

  1. 1. 长江科学院 a. 水利部岩土力学与工程重点实验室; b. 国家大坝安全工程技术研究中心, 武汉 430010 ; 2. 华南理工大学 土木与交通学院, 广州 510640
  • 出版日期:2011-10-01 发布日期:2012-11-13

Technologies Applied in Tests on Engineering Properties of Thick Overburden and Cofferdam Materials

RAO Xi-bao 1 , HU Sheng-gang 1 , CHENG Yong-hui 1 , ZHU Guo-sheng 1 , Ding Hong-shun 1, ZUO Yong-zhen 1, ZHOU Xiao-wen 2   

  1. 1. Yangtze River Scientific Research Institute, Wuhan 430010, China ; 2.School of Civil Engineering and  Transportation, South China University of Technology, Guangzhou 510640, China
  • Online:2011-10-01 Published:2012-11-13

摘要: 针对深厚覆盖层与围堰水下抛填施工密度确定和粗粒料工程特性试验中的缩尺效应问题,国家十一五科技支撑计划课题“深厚覆盖层条件导截流及围堰安全控制技术”中的专题 3 以乌东德、白鹤滩和双江口等水电站围堰工程为依托,采用现场测试、室内试验、物理模型、数值计算等多种研究手段,进行了深厚覆盖层及堰体材料工程特性试验技术研究。概要地介绍了该专题的主要研究内容和技术路线以及取得的主要成果,详细研究方法和具体成果将另文介绍。

关键词: 围堰 , 深厚覆盖层 , 离心模型试验 , 缩尺效应 , 力学特性 , 渗透特性

Abstract: River diversion and closure and technology of cofferdam safety control with thick overburden is studied in a research project supported by the National Key Technology R&D program. In special topic 3 of the project, field test, laboratory test, physical modeling and numerical calculation are employed to investigate the engineering properties of thick overburden and cofferdam materials in the purpose of tackling the scale effect in engineering property tests on coarse  grained materials and determining the underwater dumping  filling density for the cofferdam with thick overburden. Wudongde, Baihetan and Shuangjiangkou Hydroelectric Station cofferdam projects are taken as background and case study for the special topic. The main content, technical route and important achievements of the topic are briefly presented. Detailed research approaches and achievements will be reported later.

Key words: cofferdam , thick overburden  ,   centrifuge model test  ,  scale effect  ,   mechanical behavior ,    seepage characteristics

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