汪益敏, 张丽娟, 苏卫国. 2002: ISS加固土的微观结构及其强度特征. 工程地质学报, 10(S1): 460-463.
    引用本文: 汪益敏, 张丽娟, 苏卫国. 2002: ISS加固土的微观结构及其强度特征. 工程地质学报, 10(S1): 460-463.
    WANG Yimin, ZHANG Lijuan, SU Weiguo. 2002: MICROSTRUCTURE AND STRENGTH FEATURE OF ISS STABILIZED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 460-463.
    Citation: WANG Yimin, ZHANG Lijuan, SU Weiguo. 2002: MICROSTRUCTURE AND STRENGTH FEATURE OF ISS STABILIZED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 460-463.

    ISS加固土的微观结构及其强度特征

    MICROSTRUCTURE AND STRENGTH FEATURE OF ISS STABILIZED SOIL

    • 摘要: 通过化学分析、SEM电镜扫描分析、无侧限抗压强度等实验,研究ISS加固粉土质砂和砂质低液限粉土的微观结构及其强度特征,结果表明:ISS的掺人,使土体易于压实,孔隙体积减小,密实度提高,从而提高土的强度。ISS加固土中适量掺人水泥,能生长出纤维状矿物,充填在土颗粒之间的孔隙中,使加固土强度和抗变形能力得到显著提高。

       

      Abstract: Microstructure and strength characteristic of Iss stabilized silty sand and sandy silty soil with low liquid limit are studied through chemical analysis, unconfined compression test and analysis using scanning electron microscopy.The research result shows that mixed with ISS the soil is easy to compact and density of it increases,therefore the strength of soil increase.Fibrous mineral can grow to fill the pore between soil grain when adding proper quantity of cement, accord-ingly the strength of stabilized soil and its ability of resistance to deformation increase conspicuously.

       

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