水土化学作用对崩岗土体抗剪特性的影响

Influence of Water-soil Chemical Interaction on Shear Characteristics of Benggang

  • 摘要:
      目的  探究水土化学作用对花岗岩崩岗区崩壁土体抗剪特性的影响,为阐明花岗岩崩岗侵蚀的成因机理提供理论依据。
      方法  以福建省长汀县典型崩岗区崩壁土体(红土层、砂土层和碎屑层)为研究对象,分析了经不同离子浓度(0.005、0.01和0.1 mol L−1)和离子类型(Na + 和K + )的盐溶液交换处理后崩岗3个土层的土体抗剪特性(偏应力、黏聚力和内摩擦角)。
      结果  红土层的偏应力、黏聚力和内摩擦角均显著高于砂土层和碎屑层。随着溶液浓度的增加,K + 体系下崩岗3个土层的黏聚力显著增加,其中红土层增幅最大,增加了17.39%,Na + 体系则表现出相反趋势;2种离子体系下土体的内摩擦角总体差异不显著。K + 体系下崩岗3个土层的偏应力和黏聚力均显著大于Na + 体系,其中,K + 处理的红土层、砂土层和碎屑层的黏聚力比Na + 处理的分别高9.99%、3.37%和9.65%,但2种离子对内摩擦角的影响总体并不显著。水土化学作用对黏聚力的影响显著大于内摩擦角。
      结论  不同浓度的Na + 和K + 对黏聚力的影响显著大于内摩擦角,K + 可通过增加黏聚力而增加土体的抗剪强度,K + 浓度越高,抗剪强度越大。

     

    Abstract:
      Objective  The study aimed to explore the effects of water-soil chemical interaction on the shear characteristics of Benggang, and to provide a theoretical basis to understand the causes and mechanism of Benggang.
      Method  The soil samples from 3 soil layers in a soil profile (red soil layer, sandy soil layer and detritus layer) of a typical Benggang located in Changting County, Fujian Province, were collected and then exchanged with two kinds of electrolyte solutions (Na + and K + ) at four different concentrations (0.005, 0.01 and 0.1 mol L−1) to analyze their shear characteristics (deviatoric stress, cohesion and internal friction angle).
      Result  ① The red soil layer had the highest in deviatoric stress, cohesion and internal friction angle, followed by the sandy soil layer and the detritus layer. ② The cohesion of the three soil layers exchanged with K + significantly increased as the electrolyte concentration increased, while exchanged with Na + showed the opposite trend. The cohesion of the red soil layer exchanged with K + (0.10 mol L−1) was 17.39% higher than that of the pure water treatment, whereas the internal friction angle of the soil did not differ significantly as the electrolyte concentration increased. ③ The deviatoric stress and cohesion of the three soil layers exchanged with K + were significantly greater than those exchanged with Na + , and the cohesion rates of the red soil layer, sandy soil layer and detritus layer exchanged with K + were 9.99%, 3.37% and 9.65% higher than that exchanged with Na + , respectively. However, the internal friction angle of the soil did not differ significantly. The effect of the water-soil chemical interaction on cohesion was significantly greater than that of the internal friction angle.
      Conclusion  The influence of the concentration of Na + and K + on cohesion is significantly greater than that of internal friction angle. K + can increase the soil shear strength by increasing the soil cohesion and then improve the erosion resistance of the collapsed soil, and the soil shear strength increase with the K + electrolyte solutions.

     

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