长江科学院院报 ›› 2013, Vol. 30 ›› Issue (10): 42-47.

• 岩土工程 • 上一篇    下一篇

散粒料水下抛填堰体密度的离心模型试验研究

程永辉1,饶锡保1,周小文2,张君尉2   

  1. 1.长江科学院 水利部岩土力学与工程重点实验室, 武汉 430010;
    2.华南理工大学 土木与交通学院, 广州 510641
  • 收稿日期:2012-08-21 修回日期:2013-10-16 出版日期:2013-10-15 发布日期:2013-10-16
  • 作者简介:程永辉(1977-),男,山东博兴人,高级工程师,主要从事环境岩土工程和离心模型试验技术方面的研究工作,(电话)027-82927236(电子信箱)chengyh@mail.crsri.cn。
  • 基金资助:

    “十二五”国家科技支撑计划项目(2008BAB29B02);中央级公益性科研院所基本科研业务费项目(CKSF2010015)

Centrifugal Model Tests on the Density of Cofferdam Formed by Underwater Granular Material Packing

CHENG Yong-hui1, RAO Xi-bao1, ZHOU Xiao-wen2, ZHANG Jun-wei2   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 
    2 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
  • Received:2012-08-21 Revised:2013-10-16 Online:2013-10-15 Published:2013-10-16

摘要:

水利大坝施工围堰建设中,常采用水下抛填。砂、砂砾石及石碴等散粒料常被用作抛填材料,其水下抛填密度是围堰设计中的关键指标。由于散粒料水下抛填后很难直接取样测定其密度,目前也没有成熟的理论计算方法,抛填后堰体密度的确定成为困扰围堰设计和施工的难题。在分析抛填堰体密度影响因素的基础上,针对工程中应用的砂、砂砾石及石碴3种典型散粒料,设计进行了多组离心模型试验,测得了散粒料水下抛填密度,研究了颗粒形状、大小和级配等因素对水下抛填密度的影响。基于离心模型试验成果,提出了散粒体水下抛填堰体密度的估算公式,可供水下抛填围堰设计和施工参考。

关键词: 散粒料, 围堰, 密度, 离心模型试验

Abstract:

Before building a dam in a river, cofferdams are needed to be constructed in advance. The most commonly used method of filling a cofferdam is to dump granular materials into the deep water and let the particles pack together by gravity. Granular materials such as sand, sandy gravel and ballast are often used as the main packing materials, and the density formed by underwater packing of granular material is the key parameter for cofferdam design. Since the density cannot be obtained directly by sampling or calculation owing to the lack of theoretical or empirical solution, it has become an unsolved problem in the design and construction of cofferdam. In view of this, through analyzing the density’s influencing factors we conducted centrifugal model tests on 3 typical granular materials (sand, sandy gravel, and ballast) to measure the densities under different conditions, and investigated the influences of particle figuration, size and gradation on the density. On the basis of the test data, some insights about the particle packing underwater are summarized, and a tentative formula to estimate the particle aggregate density is proposed.

Key words: granular material, cofferdam, density, centrifugal model test

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