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Analysis of Rainfall Infiltration Law in Unsaturated Soil Slope

机译:非饱和土坡降雨入渗规律分析

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摘要

In the study of unsaturated soil slope stability under rainfall infiltration, it is worth continuing to explore how much rainfall infiltrates into the slope in a rain process, and the amount of rainfall infiltrating into slope is the important factor influencing the stability. Therefore, rainfall infiltration capacity is an important issue of unsaturated seepage analysis for slope. On the basis of previous studies, rainfall infiltration law of unsaturated soil slope is analyzed. Considering the characteristics of slope and rainfall, the key factors affecting rainfall infiltration of slope, including hydraulic properties, water storage capacity (θ s - θ r), soil types, rainfall intensities, and antecedent and subsequent infiltration rates on unsaturated soil slope, are discussed by using theory analysis and numerical simulation technology. Based on critical factors changing, this paper presents three calculation models of rainfall infiltrability for unsaturated slope, including (1) infiltration model considering rainfall intensity; (2) effective rainfall model considering antecedent rainfall; (3) infiltration model considering comprehensive factors. Based on the technology of system response, the relationship of rainfall and infiltration is described, and the prototype of regression model of rainfall infiltration is given, in order to determine the amount of rain penetration during a rain process.
机译:在降雨入渗条件下非饱和土质边坡稳定性研究中,值得继续探讨降雨过程中有多少降雨入渗入坡,降雨入渗量是影响稳定性的重要因素。因此,降雨入渗能力是边坡非饱和渗流分析的重要问题。在前人研究的基础上,分析了非饱和土边坡的降雨入渗规律。考虑坡度和降雨的特征,影响坡度降雨入渗的关键因素包括水力性质,储水量(θs-θr),土壤类型,降雨强度以及非饱和土坡的先入后入率。通过使用理论分析和数值模拟技术进行讨论。基于关键因素的变化,提出了三种非饱和边坡降雨入渗率的计算模型,包括(1)考虑降雨强度的入渗模型; (2)考虑前期降雨的有效降雨模型; (3)考虑综合因素的入渗模型。基于系统响应技术,描述了降雨与入渗的关系,给出了降雨入渗回归模型的原型,以确定降雨过程中的降雨渗透量。

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