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Model test study on the hydrological mechanisms and early warning thresholds for loess fill slope failure induced by rainfall

机译:降雨诱导黄土填充坡衰竭的水文机制模型试验研究

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Under rainfall conditions, the characteristics of hydraulic changes related to the failure evolution of fill slopes are critical to the early warning of slope failure. In this study, a series of model tests are carried out on loess fill slopes with different slope types. The matric suction, volumetric moisture content, pore water pressure and deformation of the slope are monitored in real time during the rainfall process. Meanwhile the development of cracks and the failure modes of the slope are analyzed, and then the early warning strategy of fill slope failure induced by rainfall is studied. The results show that loess landslides induced by rainfall exhibit a hysteresis. However, the volumetric water content and the matrix suction respond earlier than the pore water pressure. The slope failure is produced when the volumetric water content and the matrix suction are respectively at their maximum and minimum values. The evolution mechanism of cracks on the slope starts when tensile cracks are first generated near the leading edge surface and then extend backwards. In the next stage, shear fracture is produced near the flanking of the slope and finally, the trailing edge produces a transfixion tensile crack from the top to toe of the fill slope, which not only provides the advantage of an infiltration channel to control the hydrological process, but also evolves into the trailing edge boundary of each failure of fill slope. With the increase of rainfall duration, the filling slope presents different failure characteristics, revealing the hydraulic behavior of a partially saturated slope. In addition, combined with the infinite slope stability analysis in Mohr Coulomb soil, the matrix suction and volumetric water content thresholds of the fill slopes with different slope angle are determined. The early warning threshold model for rainfall induced slope instability is proposed and a new framework of early warning is provided.
机译:在降雨条件下,与填充斜坡故障演化相关的液压变化的特点对于坡衰竭的预警至关重要。在这项研究中,在黄土填充斜坡上进行了一系列模型测试,具有不同的斜率类型。在降雨过程期间,实时监测斜坡的测量,体积水分含量,孔隙水压力和变形。同时分析了裂缝的发展和坡度的故障模式,研究了降雨诱导的填充坡故障的预警策略。结果表明,降雨诱导的黄土山体滑坡表现出滞后。然而,体积含水量和基质抽吸比孔隙水压力更早响应。当体积含水量和基质抽吸分别在其最大值和最小值时产生斜率衰竭。当首先在前缘表面附近产生拉伸裂缝时,斜率上的裂缝的进化机制开始,然后向后延伸。在下一阶段,剪切骨折在斜坡的侧面附近产生,最后,后缘从填充斜面的顶部到脚趾产生晶状体拉伸裂缝,这不仅提供了控制水文的渗透通道的优点过程,但也演化到填充斜率的每个故障的后缘边界。随着降雨持续时间的增加,填充斜率呈现不同的故障特性,揭示了部分饱和斜率的液压行为。另外,结合MoHR库仑土壤中的无限坡度稳定性分析,确定具有不同斜角角度的填充斜率的基质抽吸和体积含水量阈值。提出了降雨诱导坡不稳定性的预警阈值模型,提供了新的预警框架。

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