Shuai Zhao , Dao-Yuan Tan , Jun Wang , Jian-Hua Yin
{"title":"基于深度学习的岩石裂纹张开位移自适应去噪方法","authors":"Shuai Zhao , Dao-Yuan Tan , Jun Wang , Jian-Hua Yin","doi":"10.1016/j.ijrmms.2025.106112","DOIUrl":null,"url":null,"abstract":"<div><div>Precise prediction of crack opening displacement (COD) is necessary to control it within a certain threshold to ensure safety of critical buried rock structures (e.g. geological disposal facilities), and rock COD nowadays tends to be estimated using distributed fiber optic sensing (DFOS) data. The frequently used methods for computing COD of engineering structures from DFOS data are based on analytical models derived from strain transferring. However, these analytical models face significant challenges in computing COD when DFOS data exhibits high levels of noise. To address this limitation, this research aims to develop a deep attention threshold processing network (DATPN) to improve feature extraction ability from highly noisy DFOS data and accurately predict the COD of rock. A channel attention module is firstly designed and used as the main module by the DATPN to automatically learn thresholds adapting to different noises, so that the professional expertise is not required when determining noise thresholds. The learned noise thresholds are then provided to a built-in improved thresholding functions of the DATPN to eliminate data noise. Therefore, the DATPN can easily learn more useful target features to accurately predict the COD of rock owing to the elimination of data noise. The results indicate that the proposed DATPN achieves a maximal goodness of fit (<em>R</em><sup>2</sup>) of 0.9924, a minimal mean squared error of 5.22, and a percent error for COD prediction ranging within ±10 % when evaluated using the original measured dataset. The <em>R</em><sup>2</sup>, correlation coefficient, root-mean-square error, and standard deviation for the DATPN (0.8407, 0.9193, 10.31, and 24.37) are superior to the other four machine learning models on the dataset with a signal-to-noise ratio of 0. This demonstrates that the DATPN is satisfactory in predicting the COD of rock from highly noisy DFOS data.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"190 ","pages":"Article 106112"},"PeriodicalIF":7.0000,"publicationDate":"2025-04-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Deep learning-based adaptive denoising method for prediction of crack opening displacement of rock from noisy strain data\",\"authors\":\"Shuai Zhao , Dao-Yuan Tan , Jun Wang , Jian-Hua Yin\",\"doi\":\"10.1016/j.ijrmms.2025.106112\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Precise prediction of crack opening displacement (COD) is necessary to control it within a certain threshold to ensure safety of critical buried rock structures (e.g. geological disposal facilities), and rock COD nowadays tends to be estimated using distributed fiber optic sensing (DFOS) data. The frequently used methods for computing COD of engineering structures from DFOS data are based on analytical models derived from strain transferring. However, these analytical models face significant challenges in computing COD when DFOS data exhibits high levels of noise. To address this limitation, this research aims to develop a deep attention threshold processing network (DATPN) to improve feature extraction ability from highly noisy DFOS data and accurately predict the COD of rock. A channel attention module is firstly designed and used as the main module by the DATPN to automatically learn thresholds adapting to different noises, so that the professional expertise is not required when determining noise thresholds. The learned noise thresholds are then provided to a built-in improved thresholding functions of the DATPN to eliminate data noise. Therefore, the DATPN can easily learn more useful target features to accurately predict the COD of rock owing to the elimination of data noise. The results indicate that the proposed DATPN achieves a maximal goodness of fit (<em>R</em><sup>2</sup>) of 0.9924, a minimal mean squared error of 5.22, and a percent error for COD prediction ranging within ±10 % when evaluated using the original measured dataset. The <em>R</em><sup>2</sup>, correlation coefficient, root-mean-square error, and standard deviation for the DATPN (0.8407, 0.9193, 10.31, and 24.37) are superior to the other four machine learning models on the dataset with a signal-to-noise ratio of 0. This demonstrates that the DATPN is satisfactory in predicting the COD of rock from highly noisy DFOS data.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"190 \",\"pages\":\"Article 106112\"},\"PeriodicalIF\":7.0000,\"publicationDate\":\"2025-04-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925000899\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925000899","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Deep learning-based adaptive denoising method for prediction of crack opening displacement of rock from noisy strain data
Precise prediction of crack opening displacement (COD) is necessary to control it within a certain threshold to ensure safety of critical buried rock structures (e.g. geological disposal facilities), and rock COD nowadays tends to be estimated using distributed fiber optic sensing (DFOS) data. The frequently used methods for computing COD of engineering structures from DFOS data are based on analytical models derived from strain transferring. However, these analytical models face significant challenges in computing COD when DFOS data exhibits high levels of noise. To address this limitation, this research aims to develop a deep attention threshold processing network (DATPN) to improve feature extraction ability from highly noisy DFOS data and accurately predict the COD of rock. A channel attention module is firstly designed and used as the main module by the DATPN to automatically learn thresholds adapting to different noises, so that the professional expertise is not required when determining noise thresholds. The learned noise thresholds are then provided to a built-in improved thresholding functions of the DATPN to eliminate data noise. Therefore, the DATPN can easily learn more useful target features to accurately predict the COD of rock owing to the elimination of data noise. The results indicate that the proposed DATPN achieves a maximal goodness of fit (R2) of 0.9924, a minimal mean squared error of 5.22, and a percent error for COD prediction ranging within ±10 % when evaluated using the original measured dataset. The R2, correlation coefficient, root-mean-square error, and standard deviation for the DATPN (0.8407, 0.9193, 10.31, and 24.37) are superior to the other four machine learning models on the dataset with a signal-to-noise ratio of 0. This demonstrates that the DATPN is satisfactory in predicting the COD of rock from highly noisy DFOS data.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.