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基于全尺寸斜面模型试验的降雨边坡破坏机理研究 被引量:2
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作者 张永闯 《中外公路》 2023年第2期43-50,共8页
通过对泥石流发生的源头区域勘察发现:边坡花岗岩裸露在外,而坡顶部砂土状的风化残积土分布较薄。该文针对边坡基底与上部风化土层的渗透性存在明显差异的现象,实施了全尺寸边坡模型试验并分别在地表裸露和铺设无纺布过滤棉的条件下进... 通过对泥石流发生的源头区域勘察发现:边坡花岗岩裸露在外,而坡顶部砂土状的风化残积土分布较薄。该文针对边坡基底与上部风化土层的渗透性存在明显差异的现象,实施了全尺寸边坡模型试验并分别在地表裸露和铺设无纺布过滤棉的条件下进行了降雨渗透模拟,以再现这类特征并探究泥石流发生机理。研究结果表明:(1)诱发泥石流是由于砂土层与非透水土层之间存在着高渗透性的粗粒层,粗粒层促使地下水的渗透和层间地下水的流动从而引起孔隙水压迅速增大,并发生流土现象;(2)研究证实了无纺布过滤棉在降雨期间的渗透抑制效果。 展开更多
关键词 砂土 降雨渗透模拟 全尺寸模型 孔隙水压 无纺布过滤棉
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Effects of intense rainfall on stability of infinite terraced slope 被引量:5
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作者 马世国 韩同春 +2 位作者 徐日庆 吴渐 张杰 《Journal of Central South University》 SCIE EI CAS 2014年第4期1534-1545,共12页
For fully understanding the hydrological dynamics of an infinite terraced slope, the infiltration process was studied by employing the Green and Ampt infiltration model. The limit equilibrium method and the Mohr-Coulo... For fully understanding the hydrological dynamics of an infinite terraced slope, the infiltration process was studied by employing the Green and Ampt infiltration model. The limit equilibrium method and the Mohr-Coulomb failure criterion were adopted to derive a stability model for the infinite terraced slope subjected to an intense rainfall. Numerical simulation was performed for verifying its applicability. The results of numerical simulation indicate that a set of stepped wetting fronts are found during infiltration, and the infiltration of terraced slope covered by coarse-textured soils can be approximated as one-dimensional infiltration. The potential sliding surfaces from the numerical method are all parallel to the slope line, and the proposed model and framework can provide an approximate method of estimating how the infiltration affects the stability of an infinite terraced slope. 展开更多
关键词 intense rainfall infiltration infinite terraced slope stability safety factor
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