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Soil moisture causes dynamic adjustments to root reinforcement that reduce slope stability

机译:土壤水分会动态调节根部加固,从而降低边坡稳定性

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摘要

In steep soil-mantled landscapes, the initiation of shallow landslides is strongly controlled by the distribution of vegetation, whose roots reinforce the soil. The magnitude of root reinforcement depends on the number, diameter distribution, orientation and the mechanical properties of roots that cross potential failure planes. Understanding how these properties vary in space and time in forests remains a significant challenge. Here we test the hypothesis that spatio-temporal variations in root reinforcement along a hillslope occur as a function of topographic soil moisture gradients. To test this hypothesis we compared root reinforcement measurements from relatively dry, divergent noses to relatively wet, convergent hollows in the southern Appalachian Mountains, North Carolina, USA. Our initial results showed that root reinforcement decreased in areas of higher soil moisture because the tensile strength of roots decreased. A post-hoc laboratory experiment further demonstrated that root tensile strength decreased as root moisture content increased. This effect is consistent with other experiments on stem woods showing that increased water content in the cell wall decreases tensile strength. Our experimental data demonstrated that roots can adjust to changes in the external root moisture conditions within hours, suggesting that root moisture content will change over the timescale of large storm events (hours-days). We assessed the effects of the dynamic changes in root tensile strength to the magnitude of apparent cohesion within the infinite slope stability model. Slopes can be considerably less stable when precipitation-driven increases in saturated soil depth both increase pore pressures and decrease root reinforcement. This article is protected by copyright. All rights reserved. This article is protected by copyright. All rights reserved.
机译:在陡峭的土壤覆盖的景观中,浅层滑坡的形成受到植被分布的强烈控制,而植被的根部则增强了土壤。根部加固的大小取决于穿过潜在破坏面的根部的数量,直径分布,方向和机械性能。理解森林中这些特性在空间和时间上如何变化仍然是一个巨大的挑战。在这里,我们测试了一个假设,即沿着山坡发生的根系增强时空变化是地形土壤水分梯度的函数。为了检验该假设,我们比较了美国北卡罗来纳州南部阿巴拉契亚山脉从相对干燥,发散的鼻子到相对潮湿,会聚的凹陷的根部加固测量。我们的初步结果表明,在土壤湿度较高的地区,由于根系的拉伸强度下降,根系增强作用减弱。事后实验室实验进一步表明,根系抗张强度随着根系水分含量的增加而降低。此效果与其他对茎木的实验一致,后者表明孔壁中水含量的增加会降低抗张强度。我们的实验数据表明,根系可以在数小时内适应外部根系水分条件的变化,这表明根系水分含量将在大风暴事件的时间范围内(小时-天)发生变化。我们评估了无限拉伸稳定性模型中根部抗张强度的动态变化对表观内聚力大小的影响。当降雨驱动的饱和土壤深度增加既增加孔隙压力又减少根部加固时,边坡的稳定性可能会大大降低。本文受版权保护。版权所有。本文受版权保护。版权所有。

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