Integration of Physics‐Based and Data‐Driven Approaches for Landslide Susceptibility Assessment

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Yi Han, Shabnam J. Semnani
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Abstract

Rainfall‐triggered landslides pose a significant threat to communities and infrastructure around the world. Various data‐driven and machine learning (ML) based algorithms have been applied to assess landslide susceptibility. However, purely data‐driven methods are affected by issues such as uncertainty in the selection of landslide conditioning factors, potential extrapolation problem, as well as the quantity and quality of historical landslide datasets. On the other hand, physics‐based models require soil properties and initial/boundary conditions which are difficult to obtain. In this work, we develop an enhanced methodology for landslide susceptibility assessment by integrating physics‐based and data‐driven models. For this purpose, Transient Rainfall Infiltration and Grid‐Based Regional Slope‐Stability (TRIGRS) and the shallow slope stability (SHALSTAB) physics‐based models are adopted which provide important insights into the geological and hydrological characteristics of the study area. For the data‐driven approach, XGBoost is implemented due to its demonstrated effectiveness in landslide predictions. We propose two strategies for integrating the physics‐based and data‐driven models: (1) physics‐informed machine learning (PIML) which incorporates outputs of TRIGRS and SHALSTAB into the ML models, and (2) a matrix approach for combining data‐driven susceptibility maps with factor of safety maps. We evaluate the overall performance of models based on three aspects: general prediction capability, data efficiency, and extrapolation. Subsequently, landslide susceptibility maps of California are generated and compared using the PIML model, the data‐driven model, and the matrix approach. The results indicate a substantial enhancement in landslide susceptibility mapping, extrapolation capability and model performance, particularly when limited data is available.
基于物理和数据驱动的滑坡易感性评估方法的集成
降雨引发的山体滑坡对世界各地的社区和基础设施构成重大威胁。各种基于数据驱动和机器学习(ML)的算法已被应用于评估滑坡易感性。然而,纯数据驱动的方法受到诸如滑坡调节因素选择的不确定性、潜在的外推问题以及历史滑坡数据集的数量和质量等问题的影响。另一方面,基于物理的模型需要土壤性质和初始/边界条件,这些很难获得。在这项工作中,我们通过整合基于物理和数据驱动的模型,开发了一种增强的滑坡易感性评估方法。为此,采用了瞬态降雨入渗和基于网格的区域边坡稳定性(TRIGRS)和浅层边坡稳定性(SHALSTAB)物理模型,这些模型为研究区域的地质和水文特征提供了重要见解。对于数据驱动的方法,XGBoost由于其在滑坡预测方面的有效性而得以实施。我们提出了两种整合基于物理和数据驱动模型的策略:(1)基于物理的机器学习(PIML),将TRIGRS和SHALSTAB的输出整合到ML模型中;(2)将数据驱动的敏感性图与安全系数图相结合的矩阵方法。我们基于三个方面来评估模型的整体性能:一般预测能力、数据效率和外推。随后,使用PIML模型、数据驱动模型和矩阵方法生成了加利福尼亚州的滑坡易感性图并进行了比较。结果表明,在滑坡敏感性制图、外推能力和模型性能方面有了很大的提高,特别是在可用数据有限的情况下。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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