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王媛, 巩佳琨, 邱昊天, 祁天. 泡沫流体抑制土体渗透破坏发生发展试验研究[J]. 岩土工程学报, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293
引用本文: 王媛, 巩佳琨, 邱昊天, 祁天. 泡沫流体抑制土体渗透破坏发生发展试验研究[J]. 岩土工程学报, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293
WANG Yuan, GONG Jiakun, QIU Haotian, QI Tian. Experimental study on application of foam fluids in restraining seepage failure of soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293
Citation: WANG Yuan, GONG Jiakun, QIU Haotian, QI Tian. Experimental study on application of foam fluids in restraining seepage failure of soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293

泡沫流体抑制土体渗透破坏发生发展试验研究

Experimental study on application of foam fluids in restraining seepage failure of soils

  • 摘要: 堤防工程是中国防洪减灾体系的重要组成部分,管涌等渗透破坏对堤防工程安全造成重大影响。目前堤防险情处置仍主要依赖传统技术和人海战术,险情控制能力亟待提升。提出一种基于孔隙增阻和抑制颗粒运移的泡沫流体抑制堤基土体渗透破坏新技术。为了研究泡沫流体抑制土体渗透破坏的可行性和相关机理,研发了泡沫流体抑制土体渗透破坏试验系统,开展了无泡沫流体试验和不同泡沫流体赋存范围条件下的泡沫流体抑制土体渗透破坏发展室内试验。结果表明,泡沫流体可有效抑制土体渗透破坏发展,其抑制效果受泡沫流体赋存区域的影响。泡沫流体可通过降低出砂口附近土层渗透性、抑制土层中的颗粒运移和增大流体流动阻力等机制抑制堤基渗透破坏发生发展。

     

    Abstract: Embankment project is an important part of the disaster prevention and reduction system of China. Seepage failure, such as piping is a serious challenge to the safety of the embankment project. Currently, the treatment of piping risk still relies on the traditional method and huge-crowd strategy. Foam fluids have great application potential for suppressing the occurrence and development of piping. In this study, a new technology is proposed for restraining seepage failure by the foam fluids based on their capability to increase flow resistance and adjust the seepage field of the heterogeneous embankment foundation. In order to investigate the feasibility of foam application in restraining the seepage failure of embankments and the related mechanisms, an experimental system is developed for studying foam-restraining of seepage failure. A series of experiments including the traditional piping experiments and foam-restraining experiments under various foam occurrence conditions are conducted. The results show that the foam can effectively restrain the seepage failure of embankments, and the effects are affected by the foam occurrence area. The mechanisms including reducing soil permeability, retraining soil particle migration and increasing flow resistance.

     

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