陈学军, 李佳明, 宋宇, 杨越, 陈李洁. 2017: 纳米膨润土对桂林红黏土力学性质的影响. 工程地质学报, 25(s1): 207-212. DOI: 10.13544/j.cnki.jeg.2017.s1.034
    引用本文: 陈学军, 李佳明, 宋宇, 杨越, 陈李洁. 2017: 纳米膨润土对桂林红黏土力学性质的影响. 工程地质学报, 25(s1): 207-212. DOI: 10.13544/j.cnki.jeg.2017.s1.034
    CHEN Xuejun, LI Jiaming, SONG Yu, YANG Yue, CHEN Lijie. 2017: EFFECT OF NANO BENTONITE ON THE MECHANICAL PROPERTIES OF GUILIN RED CLAY. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 207-212. DOI: 10.13544/j.cnki.jeg.2017.s1.034
    Citation: CHEN Xuejun, LI Jiaming, SONG Yu, YANG Yue, CHEN Lijie. 2017: EFFECT OF NANO BENTONITE ON THE MECHANICAL PROPERTIES OF GUILIN RED CLAY. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 207-212. DOI: 10.13544/j.cnki.jeg.2017.s1.034

    纳米膨润土对桂林红黏土力学性质的影响

    EFFECT OF NANO BENTONITE ON THE MECHANICAL PROPERTIES OF GUILIN RED CLAY

    • 摘要: 纳米膨润土资源丰富、价格低廉,生产工艺也比较成熟,在其他行业运用广泛,作为一种新型的土体加固材料,具有巨大的应用潜力。本文设计了5组不同掺量比的纳米膨润土-红黏土,在红黏土最优含水率条件下分别对每组进行4种不同围压的三轴不固结不排水试验;最后由应力-应变曲线,分析了不同掺量纳米膨润土对红黏土力学性能的影响,得出了抗剪强度和抗剪强度指标的规律,最优掺量在2% ~3%之间,随掺量的增加,红黏土的黏聚力先增加后减小,而红黏土的内摩擦角基本不变化。试验结果表明:由于纳米膨润土的主要成分蒙脱石的黏结性,增加了土颗粒的胶结,其膨胀性有利于填充土颗粒的孔隙,及比表面积大等特性,都会明显增强红黏土的力学特性。

       

      Abstract: Nano bentonite is a kind of new material, which is widely used in other industries, and has a great potential for application due to its rich resourses, low price and relatively mature production technology. This paper designed five groups of different dosage ratio of nano bentonite-red clay, and unconsolidated undrained triaxial tests under four different confining pressures were performed in each group respectively under the optimum moisture content of red clay. Finally, the effect of different content of nano bentonite on the mechanical properties of red clay was analyzed by the stress-strain curve. Thus we can get the law of shear strength and shear strength. The test results indicate that the addition of nano bentonite filled the pores of soil particles, which improved the mechanical properties of red clay. The optimum content is between 2%~3%,with the increase of the content of the red clay, the cohesion of the red clay increases at first and then decreases, while the internal friction angle of the red clay does not change. The test results indicate that the binding property of the main components of nano bentonite montmorillonite can increase the soil particle cement, and its expansive property is beneficial to filling the pore of the soil particles and its specific surface area can obviously enhance the mechanical properties of red clay.

       

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