Yan Du, Hongda Zhang, Lize Ning, Santos D. Chicas, Mowen Xie
{"title":"基于趋势速度比的台阶状滑坡识别和预测方法","authors":"Yan Du, Hongda Zhang, Lize Ning, Santos D. Chicas, Mowen Xie","doi":"10.1007/s10064-024-04019-8","DOIUrl":null,"url":null,"abstract":"<div><p>The displacement prediction of step-like landslides is the simplest and most reasonable method for assessing their potential destructiveness. Over the years, machine learning methods have been progressively developed and optimized, and are now extensively used by researchers for predicting the displacement of step-like landslides. However, these methods, often referred to as “black box” models, fall short of explaining the physical processes that lead to landslide displacement, resulting in a lack of interpretability in the prediction of results. Here, we propose the use of the Trend Speed Ratio (TSR) as a novel method to identify step points in step-like landslides. A step in the landslide is observed when TSR > 1.0 and ΔTSR > 0. When TSR > 2.0, the landslide is deemed to have experienced failure. Additionally, TSR is employed to predict the displacement of secondary steps following landslide deformation. In the application cases of the Baishuihe and Baijiabao landslides in the Three Gorges Reservoir area, the accuracy of the step point identification method based on TSR reached 100%, and the mean absolute errors (MAEs) of the step post-displacement prediction method based on TSR were 31.60333 mm and 25.68056 mm, respectively, and the coefficient of determination values were 0.91043 and 0.99378, respectively. Compared to traditional methods, this approach provides practical physical insights and is more straightforward, sensitive, and stable, thus providing new technical support for onsite engineers to assess the potential risks of step-like landslides.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"83 12","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A step-like landslide identification and prediction method based on trend speed ratio\",\"authors\":\"Yan Du, Hongda Zhang, Lize Ning, Santos D. Chicas, Mowen Xie\",\"doi\":\"10.1007/s10064-024-04019-8\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The displacement prediction of step-like landslides is the simplest and most reasonable method for assessing their potential destructiveness. Over the years, machine learning methods have been progressively developed and optimized, and are now extensively used by researchers for predicting the displacement of step-like landslides. However, these methods, often referred to as “black box” models, fall short of explaining the physical processes that lead to landslide displacement, resulting in a lack of interpretability in the prediction of results. Here, we propose the use of the Trend Speed Ratio (TSR) as a novel method to identify step points in step-like landslides. A step in the landslide is observed when TSR > 1.0 and ΔTSR > 0. When TSR > 2.0, the landslide is deemed to have experienced failure. Additionally, TSR is employed to predict the displacement of secondary steps following landslide deformation. In the application cases of the Baishuihe and Baijiabao landslides in the Three Gorges Reservoir area, the accuracy of the step point identification method based on TSR reached 100%, and the mean absolute errors (MAEs) of the step post-displacement prediction method based on TSR were 31.60333 mm and 25.68056 mm, respectively, and the coefficient of determination values were 0.91043 and 0.99378, respectively. Compared to traditional methods, this approach provides practical physical insights and is more straightforward, sensitive, and stable, thus providing new technical support for onsite engineers to assess the potential risks of step-like landslides.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"83 12\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2024-11-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-024-04019-8\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-04019-8","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
摘要
阶梯状滑坡的位移预测是评估其潜在破坏力的最简单、最合理的方法。多年来,机器学习方法得到了逐步发展和优化,目前已被研究人员广泛用于预测阶梯状滑坡的位移。然而,这些方法通常被称为 "黑箱 "模型,无法解释导致滑坡位移的物理过程,导致预测结果缺乏可解释性。在此,我们提出使用趋势速度比(TSR)作为一种新方法来识别阶梯状滑坡中的阶梯点。当 TSR > 1.0 且 ΔTSR > 0 时,滑坡中出现阶梯。当 TSR > 2.0 时,滑坡被认为发生了破坏。此外,TSR 还可用于预测滑坡变形后次级台阶的位移。在三峡库区白水河和白家堡滑坡的应用实例中,基于 TSR 的台阶点识别方法的准确率达到 100%,基于 TSR 的台阶后位移预测方法的平均绝对误差(MAE)分别为 31.60333 mm 和 25.68056 mm,判定系数分别为 0.91043 和 0.99378。与传统方法相比,该方法提供了实用的物理启示,且更加直接、灵敏和稳定,从而为现场工程师评估阶梯状滑坡的潜在风险提供了新的技术支持。
A step-like landslide identification and prediction method based on trend speed ratio
The displacement prediction of step-like landslides is the simplest and most reasonable method for assessing their potential destructiveness. Over the years, machine learning methods have been progressively developed and optimized, and are now extensively used by researchers for predicting the displacement of step-like landslides. However, these methods, often referred to as “black box” models, fall short of explaining the physical processes that lead to landslide displacement, resulting in a lack of interpretability in the prediction of results. Here, we propose the use of the Trend Speed Ratio (TSR) as a novel method to identify step points in step-like landslides. A step in the landslide is observed when TSR > 1.0 and ΔTSR > 0. When TSR > 2.0, the landslide is deemed to have experienced failure. Additionally, TSR is employed to predict the displacement of secondary steps following landslide deformation. In the application cases of the Baishuihe and Baijiabao landslides in the Three Gorges Reservoir area, the accuracy of the step point identification method based on TSR reached 100%, and the mean absolute errors (MAEs) of the step post-displacement prediction method based on TSR were 31.60333 mm and 25.68056 mm, respectively, and the coefficient of determination values were 0.91043 and 0.99378, respectively. Compared to traditional methods, this approach provides practical physical insights and is more straightforward, sensitive, and stable, thus providing new technical support for onsite engineers to assess the potential risks of step-like landslides.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.