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Large roots dominate the contribution of trees to slope stability

机译:大根占据树木的贡献坡度稳定性

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摘要

Tree roots provide surface erosion protection and improve slope stability through highly complex interactions with the soil due to the nature of root systems. Root reinforcement estimation is usually performed by in situ pullout tests, in which roots are pulled out of the soil to reliably estimate the root strength of compact soils. However, this test is not suitable for the scenario where a soil progressively fails in a series of slump blocks - for example, in unsupported soils near streambanks and road cuts where the soil has no compressive resistance at the base of the hillslope. The scenario where a soil is unsupported on its downslope extent and progressively deforms at a slow strain rate has received little attention, and we are unaware of any study on root reinforcement that estimates the additional strength provided by roots in this situation. We therefore designed two complementary laboratory experiments to compare the force required to pull the root out. The results indicate that the force required to pull out roots is reduced by up to 50% when the soil fails as slump blocks compared to pullout tests. We also found that, for slump block failure, roots had a higher tendency to slip than to break, showing the importance of active earth pressure on root reinforcement behaviour, which contributes to reduced friction between soil and roots. These results were then scaled up to a full tree and tree stand using the root bundle and field-measured spatial distributions of root density. Although effects on the force mobilized in small roots can be relevant, small roots have virtually no effect on root reinforcement at the tree or stand scale on hillslopes. When root distribution has a wide range of diameters, the root reinforcement results are controlled by large roots, which hold much more force than small roots. (c) 2019 John Wiley & Sons, Ltd.
机译:树根提供表面侵蚀保护,通过与根系的性质,通过与土壤的高度复杂相互作用来提高边坡稳定性。根加强估计通常通过原位拉出试验进行,其中根部被拉出土壤以可靠地估计紧凑型土壤的根本强度。然而,该测试不适合在一系列坍落度块中的土壤逐渐失效的情况 - 例如,在溪流拦截附近的不受支持的土壤中,土壤在山坡底部没有压缩阻力。在其下坡程度上不支持土壤并以慢的应变率逐渐变形的情况得到了很少的关注,我们没有意识到任何关于根强化的研究,估计在这种情况下根源提供的额外强度。因此,我们设计了两个互补的实验室实验,以比较拉出根的力量。结果表明,与拉出试验相比,当土壤由于坍落度块而导致土壤失效时,拉出根部所需的力减少了50%。我们还发现,对于坍落度阻力破坏,根部的滑动倾向较高而不是破裂的趋势,表明有源土地对根系加强行为的重要性,这有助于降低土壤和根系之间的摩擦力。然后使用根束和现场测量的根密度的空间分布,将这些结果缩放到完整的树木和树立。虽然对小根动员的力量的影响可以是相关的,但小根几乎没有对树木的根部加强件几乎没有影响,山坡上的守平规模。当根部分布具有宽范围的直径时,根强化结果由大根控制,其具有比小根更多的力。 (c)2019 John Wiley&Sons,Ltd。

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