山崩
外推法
概率逻辑
计算机科学
人工神经网络
一般化
算法
代表(政治)
不确定度量化
数学优化
渗透(HVAC)
边界(拓扑)
边坡稳定性
边值问题
嵌入
地质学
应用数学
物理系统
岩土工程
透明度(行为)
理查兹方程
概率方法
概率密度函数
功能(生物学)
培训(气象学)
数值分析
浅水方程
数据挖掘
不确定度分析
机器学习
构造盆地
作者
Xueyou Li,X Z Li,Zhiyong Yang,Shuai Zhang,Ping Shen
标识
DOI:10.1016/j.gsf.2026.102388
摘要
Estimating the probability of regional rainfall-induced shallow landslides presents a significant challenge. Simplified or analytical solutions, such as the Green-Ampt model, are computationally efficient but often lack accuracy and generalization across diverse soil and rainfall conditions. The Richards equation provides a physically consistent representation of unsaturated flow, yet solving it for regional-scale, probabilistic assessments is computationally intensive due to repeated numerical evaluations. This gap underscores the need for methods that combine physical accuracy with computational efficiency for large-scale shallow landslide modeling. Conventional surrogate models, typically used as “black-box” tools, lack transparency in capturing the physical mechanisms of slope seepage. As a result, training these models often requires numerous physical simulations, and the trained models may not exhibit robust extrapolation capabilities for slopes with varying design parameters (e.g., slope angle, superficial layer thickness) or under different rainfall conditions. This paper proposes a method based on Physics-Informed Neural Networks (PINNs) to analyze rainfall infiltration and slope stability, addressing these challenges. The proposed method accommodates multiple input parameters, including rainfall intensity, soil thickness, slope angle, and soil properties. By embedding the governing equation and boundary conditions into the loss function as soft constraints, and incorporating the initial condition into the network’s output as a hard constraint, the method significantly improves both training efficiency and predictive accuracy. An infinite slope model is first used to demonstrate the method’s effectiveness under various rainfall conditions, showing that the PINN model’s predictions closely match numerical solutions in terms of accuracy. The approach is then applied to two large-scale regions (Xiaojiagou Basin and Provincial Road 303) to assess time-varying shallow failure probabilities under rainfall. The PINN model predicts results in less than 1 s, irrespective of region size, offering a significant reduction in computation time compared to similar studies.
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