干密度及细颗粒含量对滑坡坝溃决影响的试验研究
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P315.9

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安徽省自然科学基金项目(2208085MD97);国家级大学生创新创业训练计划项目(S202110361052)


Experimental study on the influence of dry density and fine particle content on landslide dam break
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    摘要:

    为研究坝体物质组成对滑坡堰塞坝溃决过程的影响,本文针对不同干密度、细颗粒含量,配制8组不同的坝体材料,开展人工堰塞坝的水槽模型试验,分析模型试验中不同坝体材料的浸润线发展过程、纵向侵蚀过程及溃决破坏特征。结果表明:(1)堰塞坝浸润线发展速率随着干密度减小而增大,随着细颗粒含量减小而增大。(2)干密度较小的坝体其溃决历时明显小于干密度较大的坝体,并且干密度较小的坝体其侵蚀速度明显大于干密度较大的坝体;细颗粒含量较大的坝体侵蚀速度慢,溃决达到稳定时的时间更长。(3)随着干密度减小,堰塞坝抗侵蚀能力减弱,易形成冲沟,冲沟两侧壁越早形成悬空面,溃口处易失稳坍塌,溃决持续时间越短;细颗粒含量越大,砂土堰塞坝面抗侵蚀能力越弱,越易形成冲沟,溃口处易多次失稳坍塌,溃决持续时间越长。研究成果不仅深化对堰塞坝灾害的认识,还为进一步揭示外界诱发因素与堰塞坝的内在响应机制提供依据。

    Abstract:

    In order to study the influence of dam material composition on landslide dam failure process , eight groups of different dam materials are prepared for different dry density and fine particle content, and the flume model test of artificial dam is carried out to analyze the development process of phreatic line, longitudinal erosion process and collapse failure characteristics of different dam materials in the model test. The results show that: (1) The development rate of the phreatic line of the damming dam increases with the decrease of the dry density, and increases with the decrease of the fine particle content. (2)The burst duration of the dam with a smaller dry density is significantly smaller than that of the dam with a larger dry density, and the erosion rate of the dam with a smaller dry density It is obviously larger than the dam body with higher dry density; the dam body with higher fine particle content has a slower erosion rate, and the time it takes for the collapse to reach stability is longer. (3)With the decrease of dry density, the anti-erosion ability of dams is weakened, and gully is easy to form. Unstable collapse, the shorter theduration of the collapse; the greater the content of fine particles, the weaker the anti-erosion ability of the sand dam surface, the easier it is to form gully, and the more prone to multiple collapses at the breach, and the longer the duration of the collapse. The research results not only deepen the understanding of the dam disaster, but also provide a basis for further revealing the external inducing factors and the internal response mechanism of the dam.

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杨犇,缪海波,杨震,等. 干密度及细颗粒含量对滑坡坝溃决影响的试验研究[J]. 科学技术与工程, 2023, 23(1): 46-53.
Yang Ben, Miao Haibo, Yang Zhen, et al. Experimental study on the influence of dry density and fine particle content on landslide dam break[J]. Science Technology and Engineering,2023,23(1):46-53.

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  • 收稿日期:2022-04-14
  • 最后修改日期:2023-01-06
  • 录用日期:2022-09-18
  • 在线发布日期: 2023-01-18
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