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李伟, 韩华强, 蒋逵超, 吴吉才, 傅华. 排水能力对砂砾石筑坝料反滤性能的影响研究[J]. 岩土工程学报, 2022, 44(S1): 24-28. DOI: 10.11779/CJGE2022S1005
引用本文: 李伟, 韩华强, 蒋逵超, 吴吉才, 傅华. 排水能力对砂砾石筑坝料反滤性能的影响研究[J]. 岩土工程学报, 2022, 44(S1): 24-28. DOI: 10.11779/CJGE2022S1005
LI Wei, HAN Hua-qiang, JIANG Kui-chao, WU Ji-cai, FU Hua. Influences of drainage capacity on filtration performance of dam gravel materials[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 24-28. DOI: 10.11779/CJGE2022S1005
Citation: LI Wei, HAN Hua-qiang, JIANG Kui-chao, WU Ji-cai, FU Hua. Influences of drainage capacity on filtration performance of dam gravel materials[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 24-28. DOI: 10.11779/CJGE2022S1005

排水能力对砂砾石筑坝料反滤性能的影响研究

Influences of drainage capacity on filtration performance of dam gravel materials

  • 摘要: 排水能力是砂砾石料反滤设计中的一个重要指标,当前基于太沙基反滤准则的排水关系仅考虑保护料和被保护料之间的级配关系而忽略了排水能力对砂砾石筑坝料反滤保护的影响,通过室内渗透试验、渗透变形及反滤保护试验分别研究了有、无反滤层保护下砂砾石料的抗渗透破坏能力,结果表明:由于等量替代法未改变缩尺前后砂砾石料级配中5 mm以下细料含量,缩尺后渗透试验成果可以近似反映原级配砂砾石料的排水特性。砂砾石料抵抗渗透破坏的能力与渗透系数成反比,渗透系数则与相对密度值成反比,随相对密度变化,有可能改善或者恶化保护料对被保护料的排水能力。除级配特征外,在坝体砂砾石料的反滤排水设计中,还应考虑相对密度对渗透性的影响,以合理确定保护料和被保护料的排水能力。排水能力越强,保护料对被保护料的反滤效果越强,但排水能力在一定范围内即可满足反滤设计对排水性能的需求,过高的排水性对反滤能力的提升作用有限。可采用半对数曲线来大体反映滤土性相同条件下排水能力对反滤关系的影响规律。

     

    Abstract: The drainage capacity is an important index in the filtration design of gravel materials. At present, the drainage relationship based on the Terzaghi filtration criterion only considers the gradation relationship between the protective and protected materials, but ignores the influences of the drainage capacity on the filtration protection of gravel dam materials. The anti-permeability failure capability of gravel materials with and without filter layer protection is studied through the indoor permeability, permeability deformation and filtration protection tests. The results show that since the equivalent substitution method does not change the content of the fine materials less than 5 mm in the gradation of the gravel materials before and after the scale reduction, the permeability test results after the scale reduction can approximately reflect the drainage characteristics of the original gradation of the gravel materials. The capability of gravel to resist seepage failure is inversely proportional to the permeability coefficient, and the permeability coefficient is inversely proportional to the relative density. With change of the relative density, it is possible to improve or deteriorate the drainage capacity of the protective materials for the protected materials. In addition to the gradation characteristics, the influences of the relative density on the permeability should also be considered in the design of filter drainage of dam gravel materials to reasonably determine the drainage capacity of the protective and protected materials. The stronger the drainage capacity, the stronger the filter effect of the protective materials on the protected ones. However, the drainage capacity can meet the demand of the drainage performance of the filter design in a certain range, and the high drainage has limited effect on the improvement of the filter capacity. The semi-logarithmic curve can be used to roughly reflect the influences of the drainage capacity on the filtration relationship under the same filterability.

     

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