考虑过渡层和空间变异性的概率边坡稳定性评价改进降雨入渗模型

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Shui-Hua Jiang , Zhi-Rong Yuan , Ze Zhou Wang , Xian Liu
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引用次数: 0

摘要

建立可靠的降雨入渗模型是预测降雨诱发边坡失稳的关键,是灾害防治的关键。虽然经典的Green-Ampt (GA)模型被广泛使用,但它没有考虑到多土层的影响以及降雨入渗过程中形成的过渡层的存在。本文介绍了一种改进的、广义的计算多层土壤入渗速率的方法。根据不同深度的入渗速率关系估算过渡层的厚度。在此基础上,提出了一种改进的遗传算法,用于分析饱和导水率空间变化的边坡降雨入渗。然后将该模型应用于无限边坡实例,分析了降雨条件下均匀土和非均匀土的渗流和稳定性。将改进的遗传算法模型与现有的两种遗传算法模型以及Richards方程的数值解进行了系统的比较,结果表明改进的遗传算法模型具有较好的收敛性和较高的精度。此外,研究结果还表明,过渡层的厚度取决于过渡层的饱和水力导率,以及过渡层顶部的入渗速率和体积含水量(VWC)。此外,改进的遗传算法模型能够捕捉饱和导水率的空间变异性对坡面VWC分布的影响,从而影响坡面稳定性。改进的遗传算法模型在充分考虑土壤性质空间变异性的同时,为坡面降雨入渗分析提供了坚实的理论基础。这一进展有助于制定更有效的战略来防止降雨引起的滑坡灾害。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Improved rainfall infiltration model for probabilistic slope stability assessment considering transition layers and spatial variability
Implementing a reliable rainfall infiltration model is crucial for predicting rainfall-induced slope failures, which are pivotal for disaster prevention and control. Although the classic Green-Ampt (GA) model is widely used, it does not account for the influence of multiple soil layers and the presence of transition layers formed during rainfall infiltration. This study introduces an improved and generalized method for calculating infiltration rates across multiple soil layers. The thickness of the transition layer is estimated based on the relationship between infiltration rates at different depths. Building on this, an improved GA model is proposed to analyze rainfall infiltration in slopes with spatially variable saturated hydraulic conductivity. This model is then applied to an infinite slope example to analyze seepage and stability in both homogeneous and heterogeneous soils under rainfall events. The improved GA model is systematically compared with two existing GA models and the numerical solution of the Richards equation in both cases, and the results demonstrate good convergence and high accuracy associated with the improved GA model. In addition, the results identify that the thickness of the transition layer depends on the saturated hydraulic conductivity of the transition layer, as well as the infiltration rate and volumetric water content (VWC) at the top of the transition layer. Furthermore, results show that the improved GA model can capture the influence of the spatial variability of saturated hydraulic conductivity on the distribution of VWC in slopes and, consequently, on slope stability. This improved GA model provides a solid theoretical foundation for analyzing rainfall infiltration in slopes while fully accounting for the spatial variability of soil property. This advancement contributes to more effective strategies for preventing rainfall-induced landslide disasters.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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