长江科学院院报 ›› 2022, Vol. 39 ›› Issue (6): 120-126.DOI: 10.11988/ckyyb.20210244

• 水工结构与材料 • 上一篇    下一篇

三板溪面板堆石坝流变特性及面板脱空效应

蒋中明1,2, 杨江寅1, 孙盼3, 廖峻慧1   

  1. 1.长沙理工大学 水利工程学院,长沙 410114;
    2.长沙理工大学 水沙科学与水灾害防治湖南省重点实验室,长沙 410114;
    3.云南省港航投资建设有限责任公司,昆明 650000
  • 收稿日期:2021-03-21 修回日期:2021-05-07 出版日期:2022-06-01 发布日期:2022-06-30
  • 作者简介:蒋中明(1969-),男,重庆璧山人,教授,博士,主要从事水工岩土工程安全评价方面的研究。E-mail:zzmmjiang@163.com
  • 基金资助:
    国家自然科学基金项目(51778070)

Rheological Characteristics and Face Slab’s Disengagement of Sanbanxi Concrete Face Rockfill Dam

JIANG Zhong-ming1,2, YANG Jiang-yin1, SUN Pan3, LIAO Jun-hui1   

  1. 1. School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410114, China;
    2. Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province, Changsha410114, China;
    3. Yunnan Port and Channel Investment Construction Co., Ltd., Kunming 650000, China
  • Received:2021-03-21 Revised:2021-05-07 Published:2022-06-01 Online:2022-06-30

摘要: 为深入分析高面板堆石坝的空间流变特性及面板脱空现象,提出了基于接触面单元变形分析的面板脱空计算方法,基于FLAC3D平台二次开发了面板堆石坝三维静力和流变特性同步分析的计算程序,并对脱空算法和程序进行了验证。针对三板溪面板堆石坝变形及脱空问题,采用二次开发的程序分析了坝体变形的时空分布规律和面板脱空特性,得到了坝体变形空间分布,明确了面板脱空位置分布及脱空值。研究成果表明:坝体流变效应在空间上呈现出显著的不均匀分布特点,坝体流变效应将加剧面板的脱空程度,并有可能引起出现新的脱空区域。

关键词: 面板堆石坝, 空间流变效应, 面板脱空, 数值方法, 接触面脱空算法

Abstract: A method of computing the disengagement of concrete face slab is proposed based on contact element deformation analysis to deeply understand the spatial rheological characteristics and disengagement of face slab of high concrete face rockfill dam (CFRD). The computation program of 3D static and rheological analysis for CFRD is developed using FLAC3D platform, and the computation method and program are verified through computation case of Sanbanxi CFRD. The temporal and spatial distribution of the deformation and face slab’s disengaged distance of Sanbanxi CFRD are analyzed by using the proposed method, and the positions and values of face slab’s disengagement are determined. The research findings suggest that the rheological effect of dam body is obviously unevenly distributed in space, which aggravates the disengagement of concrete slab and may cause new void areas under the concrete slab.

Key words: Concrete face rockfill dam (CFRD), spacial rheological effect, disengagement of concrete face slab, numerical method, computation method for contact void

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