滑坡易发性预测的不确定性:滑坡条件因子随机误差的影响及低通滤波法减小误差

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Faming Huang , Zuokui Teng , Chi Yao , Shui-Hua Jiang , Filippo Catani , Wei Chen , Jinsong Huang
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引用次数: 0

摘要

在现有的滑坡易损性预测(LSP)模型中,没有考虑滑坡调理因子的随机误差对LSP的影响,而是直接将原始调理因子作为模型输入,这给LSP结果带来了不确定性。本研究旨在揭示调理因子中不同比例随机误差对 LSP 不确定性的影响规律,并进一步探索有效减小调理因子随机误差的方法。首先利用原始调理因子构建基于原始因子的 LSP 模型,然后在这些原始因子中分别加入 5%、10%、15% 和 20% 的不同随机误差,构建基于相关误差的 LSP 模型。其次,利用低通滤波法消除随机误差,构建基于低通滤波的 LSP 模型。第三,以中国瑞金县的 370 个滑坡体和 16 个条件因子为研究案例。选择了三种典型的机器学习模型,即多层感知器(MLP)、支持向量机(SVM)和随机森林(RF),作为 LSP 模型。最后,讨论了 LSP 的不确定性,结果表明(1) 低通滤波器能有效减少条件因子中的随机误差,从而降低 LSP 不确定性。(2) 随着随机误差比例从 5%增加到 20%,LSP 不确定性不断增加。(3) 在没有更精确调节因子的情况下,基于原始因子的模型对 LSP 是可行的。(4) 机器学习模型和不同比例的随机误差这两个不确定性问题对 LSP 建模的影响程度较大且基本相同。(5) Shapley 值有效解释了机器学习模型预测滑坡易感性的内部机制。总之,条件因子中的随机误差比例越大,LSP 的不确定性就越高,而低通滤波可以有效地减少这些随机误差。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Uncertainties of landslide susceptibility prediction: Influences of random errors in landslide conditioning factors and errors reduction by low pass filter method

In the existing landslide susceptibility prediction (LSP) models, the influences of random errors in landslide conditioning factors on LSP are not considered, instead the original conditioning factors are directly taken as the model inputs, which brings uncertainties to LSP results. This study aims to reveal the influence rules of the different proportional random errors in conditioning factors on the LSP uncertainties, and further explore a method which can effectively reduce the random errors in conditioning factors. The original conditioning factors are firstly used to construct original factors-based LSP models, and then different random errors of 5%, 10%, 15% and 20% are added to these original factors for constructing relevant errors-based LSP models. Secondly, low-pass filter-based LSP models are constructed by eliminating the random errors using low-pass filter method. Thirdly, the Ruijin County of China with 370 landslides and 16 conditioning factors are used as study case. Three typical machine learning models, i.e. multilayer perceptron (MLP), support vector machine (SVM) and random forest (RF), are selected as LSP models. Finally, the LSP uncertainties are discussed and results show that: (1) The low-pass filter can effectively reduce the random errors in conditioning factors to decrease the LSP uncertainties. (2) With the proportions of random errors increasing from 5% to 20%, the LSP uncertainty increases continuously. (3) The original factors-based models are feasible for LSP in the absence of more accurate conditioning factors. (4) The influence degrees of two uncertainty issues, machine learning models and different proportions of random errors, on the LSP modeling are large and basically the same. (5) The Shapley values effectively explain the internal mechanism of machine learning model predicting landslide susceptibility. In conclusion, greater proportion of random errors in conditioning factors results in higher LSP uncertainty, and low-pass filter can effectively reduce these random errors.

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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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