张庆, 李云峰, 侯莉莉, 周小平, 陆远志, 杨洋. 2020: 基于微观结构的砂土液化动三轴试验研究. 工程地质学报, 28(S1): 19-24. DOI: 10.13544/j.cnki.jeg.2020-323
    引用本文: 张庆, 李云峰, 侯莉莉, 周小平, 陆远志, 杨洋. 2020: 基于微观结构的砂土液化动三轴试验研究. 工程地质学报, 28(S1): 19-24. DOI: 10.13544/j.cnki.jeg.2020-323
    ZHANG Qing, LI Yunfeng, HOU Lili, ZHOU Xiaoping, LU Yuanzhi, YANG Yang. 2020: RESEARCH ON DYNAMIC TRIAXIAL TEST OF SAND LIQUEFACTION BASED ON MICROSTRUCTURE. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 19-24. DOI: 10.13544/j.cnki.jeg.2020-323
    Citation: ZHANG Qing, LI Yunfeng, HOU Lili, ZHOU Xiaoping, LU Yuanzhi, YANG Yang. 2020: RESEARCH ON DYNAMIC TRIAXIAL TEST OF SAND LIQUEFACTION BASED ON MICROSTRUCTURE. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 19-24. DOI: 10.13544/j.cnki.jeg.2020-323

    基于微观结构的砂土液化动三轴试验研究

    RESEARCH ON DYNAMIC TRIAXIAL TEST OF SAND LIQUEFACTION BASED ON MICROSTRUCTURE

    • 摘要: 通过动三轴及SEM扫描电镜等试验研究安庆地区特殊砂土(淤泥质砂土、黏土质砂土及粉土质砂土)抗液化性能的影响因素,分析粒径及级配、细粒含量及微观结构对砂土液化影响。研究表明:骨架颗粒越大,抗液化能力越强;砂土所含颗粒越均匀,即土的级配越优良,砂土抗液化能力越强;砂土的抗液化能力随着其细粒质量百分含量的增加先减小后增加,且不同类砂土抗液化能力最弱时所对应的细粒质量百分含量不同。

       

      Abstract: The influence factors of liquefaction resistance of special sand(silt sand, clayey sand and silt sand) in Anqing area were studied by dynamic triaxial test and SEM. The effects of particle size and gradation, particle content and microstructure on sand liquefaction were studied. Research shows:the larger the skeleton particles, the stronger the resistance to liquefaction; the more uniform the particles in the sand, that is,the better the gradation of the soil, the stronger the sand's resistance to liquefaction; with the increase of fine particle mass content, the anti-liquefaction capacity of sand decreases first and then increases, and the corresponding fine particle content content of different types of sands is the weakest. This is mainly due to the different content of fine particles. When the content of fine particles is small, it mainly plays the role of lubrication, which is unfavorable to the liquefaction resistance of sand.

       

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