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    福建安溪崩岗高发区土体土‒水特征及其与崩岗的相关性分析

    Analysis of soil-water characteristics and their correlation with collapsing gully in the high-occurrence area of collapsing gully in Anxi, Fujian

    • 摘要: 崩岗发育区土体的特殊成分结构造就其特殊的土‒水特征性质,而这也是造成崩岗土体易崩解从而形成崩岗侵蚀的主要内因。目前围绕崩岗土壤成分结构对其土‒水特征的影响,进而诱发崩岗的系统理论 研究成果相对较少。为此选取崩岗高发区和轻度发育区的残积土和全风化土,通过对比分析各试样的土‒水特征曲线、ψ-k曲线,获取最易形成崩岗的高发区全风化土的土‒水特征特异性,据此推导反演出崩岗高发区全风化土的孔隙结构的特异性,并通过SEM图像加以验证。研究得知,相较于残积土以细粒片状矿物为主形成的“网状孔隙通道”,高发区全风化土则是以粗颗粒为土体骨架,内部充填细粒矿物,从而使其孔隙形成具有“优势通道”和细小孔隙两级分化的二元结构,造就其具有进气值大、保水性差、渗透系数变幅大等特征。进而可以推断崩岗的形成主要受制于3点:1)高发区全风化土较差的保水性,使胶结物在反复干湿循环下侵蚀劣化;2)天然状态下高发区全风化土低含水率、高吸力、高渗透性的土‒水特征造成的降雨期间孔隙水迅速入渗,孔隙气压激增,造成土体破坏;3)高发区全风化土颗粒及孔隙特征导致,湿吸力升高缓慢,孔隙水提供的黏结力低。

       

      Abstract:
      Background The special composition and structure of the soil in the collapsing gully development area create its unique soil-water characteristic properties, which is also the main internal cause for the soil in this area to be prone to disintegration and thus form gully erosion. Currently, there are relatively few systematic theoretical research results on the influence of soil composition and structure on the soil-water characteristics and the subsequent triggering of collapsing gully.
      Methods The residual soil and fully weathered soil in the high-incidence area and low-incidence area of collapsing gully were selected, and the soil-water characteristic curve and ψ-k curve of each sample were compared to obtain the soil-water characteristic specificity of fully weathered soil in the high-incidence area of collapsing gully, and the correlation and sensitivity between soil-water characteristics and soil composition were analyzed. Accordingly, the specificity of pore structure of fully weathered soil in the high-incidence area was deduced. The results were verified by SEM images.
      Results Ultimately, it was concluded that compared to the reticular pore channels formed by residual soil with fine-grained platy minerals, the fully weathered soil in the high-incidence area has a soil skeleton composed of coarse particles, with fine-grained minerals filling the interior. As a result, its pores form a binary structure with "dominant pores" and fine pores. This pore structure leads to the soil water characteristic curve parameters of the fully weathered soil in the high-incidence area presenting characteristics of a smaller a value, larger n and m, and a steeper slope in the steepening section of the ψ-k curve. Macroscopically, it manifests as large air intake values, poor water retention, and large variations in permeability coefficients. It can be inferred that the formation of collapsing gully is mainly controlled by three factors: 1)The poor water retention properties of fully weathered soil in the high-incidence area make it more prone to repeated water entry and loss, resulting in erosion and deterioration of the cohesive substances under the cycle of dry and wet conditions, and a decrease in strength. 2)Under natural conditions, the low water content, high suction, and high permeability characteristics of fully weathered soil in the high-incidence area cause rapid infiltration of pore water during rainfall, a sharp increase in pore pressure, and soil failure. 3)The particle and pore characteristics of fully weathered soil in the high-incidence area lead to a slow increase in wet suction and a relatively low cohesive force provided by pore water.
      Conclusions To sum up, the composition and structure of all weathered soil in the collapsing gully have obvious control over soil-water characteristics of soil, and the specificity of the soil-water-force coupling is the main reason for the formation of the collapsing gully.

       

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