{"title":"机器学习在沉井倾斜度预测中的应用:模型性能比较和可解释性分析","authors":"Ping He, Zhanlin Cao, Honggui Di, Guangxin Shen, Shunhua Zhou","doi":"10.1016/j.trgeo.2025.101654","DOIUrl":null,"url":null,"abstract":"<div><div>This study combines data denoising techniques with TabPFN (Tabular Prior-data Fitted Network) model to address tilt prediction challenges in ultra-deep caissons. Using the Ligang Water Plant project as a case study, Savitzky-Golay filtering was applied for data denoising, and 611 samples were obtained through stratified sampling. Comparing nine machine learning algorithms, TabPFN demonstrated significant advantages, achieving R<sup>2</sup> values of 0.994 and 0.992 for east–west and north–south predictions with RMSE values of 10.34 mm and 9.51 mm respectively. Small-sample analysis revealed that TabPFN maintains superior performance with only 10 % training data, significantly outperforming traditional algorithms under data-scarce conditions. Feature dependency analysis identified key factors: sinking depth showed a critical turning point at 30–40 m stratum transition; soil elastic modulus exhibited larger SHAP (SHapley Additive exPlanations) values at higher values; and sinking rate remained stable at lower rates while high-speed sinking led to unpredictable tilt risks. This method avoids complex parameter tuning while demonstrating excellent small-sample learning capability, providing practical technical support for ultra-deep underground structure construction safety.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"55 ","pages":"Article 101654"},"PeriodicalIF":5.5000,"publicationDate":"2025-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Application of machine learning in caisson inclination prediction: model performance comparison and interpretability analysis\",\"authors\":\"Ping He, Zhanlin Cao, Honggui Di, Guangxin Shen, Shunhua Zhou\",\"doi\":\"10.1016/j.trgeo.2025.101654\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study combines data denoising techniques with TabPFN (Tabular Prior-data Fitted Network) model to address tilt prediction challenges in ultra-deep caissons. Using the Ligang Water Plant project as a case study, Savitzky-Golay filtering was applied for data denoising, and 611 samples were obtained through stratified sampling. Comparing nine machine learning algorithms, TabPFN demonstrated significant advantages, achieving R<sup>2</sup> values of 0.994 and 0.992 for east–west and north–south predictions with RMSE values of 10.34 mm and 9.51 mm respectively. Small-sample analysis revealed that TabPFN maintains superior performance with only 10 % training data, significantly outperforming traditional algorithms under data-scarce conditions. Feature dependency analysis identified key factors: sinking depth showed a critical turning point at 30–40 m stratum transition; soil elastic modulus exhibited larger SHAP (SHapley Additive exPlanations) values at higher values; and sinking rate remained stable at lower rates while high-speed sinking led to unpredictable tilt risks. This method avoids complex parameter tuning while demonstrating excellent small-sample learning capability, providing practical technical support for ultra-deep underground structure construction safety.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"55 \",\"pages\":\"Article 101654\"},\"PeriodicalIF\":5.5000,\"publicationDate\":\"2025-08-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214391225001734\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225001734","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Application of machine learning in caisson inclination prediction: model performance comparison and interpretability analysis
This study combines data denoising techniques with TabPFN (Tabular Prior-data Fitted Network) model to address tilt prediction challenges in ultra-deep caissons. Using the Ligang Water Plant project as a case study, Savitzky-Golay filtering was applied for data denoising, and 611 samples were obtained through stratified sampling. Comparing nine machine learning algorithms, TabPFN demonstrated significant advantages, achieving R2 values of 0.994 and 0.992 for east–west and north–south predictions with RMSE values of 10.34 mm and 9.51 mm respectively. Small-sample analysis revealed that TabPFN maintains superior performance with only 10 % training data, significantly outperforming traditional algorithms under data-scarce conditions. Feature dependency analysis identified key factors: sinking depth showed a critical turning point at 30–40 m stratum transition; soil elastic modulus exhibited larger SHAP (SHapley Additive exPlanations) values at higher values; and sinking rate remained stable at lower rates while high-speed sinking led to unpredictable tilt risks. This method avoids complex parameter tuning while demonstrating excellent small-sample learning capability, providing practical technical support for ultra-deep underground structure construction safety.
期刊介绍:
Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.