{"title":"基于抗冲击FBG传感阵列的堆石坝时空沉降变形特征分析","authors":"Heming Han, Xingxing Huang, Bin Shi, Xuedong Zhang, Guangqing Wei, Fusheng Zha","doi":"10.1007/s11440-025-02612-z","DOIUrl":null,"url":null,"abstract":"<div><p>With the widespread application of rockfill dams, preventing potential failures in rockfill dams during the construction and operation periods is critically important. Settlement monitoring of rockfill dams is an efficient and feasible method of the disaster prevention. However, the current dam settlement monitoring technology is mostly point-based and has a low survival rate with the rockfill construction condition. To address the issue, the FBG sensing array is proposed to continuously obtain the rockfill dam settlement in space and time. The FBG sensing array employs advanced grating direct writing technology and packaging method, which has the advantages of high sensitivity and impact resistance. Furthermore, tests were conducted to validate the sensor performance. Finally, the proposed method was applied to the settlement monitoring of a rockfill dam on the Jinsha River in Sichuan, China. The research results demonstrate that the installed FBG sensing array successfully captures spatiotemporal continuous settlement data of the rockfill dam. Analysis of on-site monitoring data revealed the spatiotemporal deformation characteristics of the rockfill dam. Intensive rainfall significantly contributed to settlement in the middle and upper parts of the rockfill dam during operation. The proposed method comprehensively captures dam deformation data in advance, which is of great significance for the early warning of dam instability.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 9","pages":"4803 - 4816"},"PeriodicalIF":5.7000,"publicationDate":"2025-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array\",\"authors\":\"Heming Han, Xingxing Huang, Bin Shi, Xuedong Zhang, Guangqing Wei, Fusheng Zha\",\"doi\":\"10.1007/s11440-025-02612-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>With the widespread application of rockfill dams, preventing potential failures in rockfill dams during the construction and operation periods is critically important. Settlement monitoring of rockfill dams is an efficient and feasible method of the disaster prevention. However, the current dam settlement monitoring technology is mostly point-based and has a low survival rate with the rockfill construction condition. To address the issue, the FBG sensing array is proposed to continuously obtain the rockfill dam settlement in space and time. The FBG sensing array employs advanced grating direct writing technology and packaging method, which has the advantages of high sensitivity and impact resistance. Furthermore, tests were conducted to validate the sensor performance. Finally, the proposed method was applied to the settlement monitoring of a rockfill dam on the Jinsha River in Sichuan, China. The research results demonstrate that the installed FBG sensing array successfully captures spatiotemporal continuous settlement data of the rockfill dam. Analysis of on-site monitoring data revealed the spatiotemporal deformation characteristics of the rockfill dam. Intensive rainfall significantly contributed to settlement in the middle and upper parts of the rockfill dam during operation. The proposed method comprehensively captures dam deformation data in advance, which is of great significance for the early warning of dam instability.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"20 9\",\"pages\":\"4803 - 4816\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-04-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-025-02612-z\",\"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":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-025-02612-z","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}
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array
With the widespread application of rockfill dams, preventing potential failures in rockfill dams during the construction and operation periods is critically important. Settlement monitoring of rockfill dams is an efficient and feasible method of the disaster prevention. However, the current dam settlement monitoring technology is mostly point-based and has a low survival rate with the rockfill construction condition. To address the issue, the FBG sensing array is proposed to continuously obtain the rockfill dam settlement in space and time. The FBG sensing array employs advanced grating direct writing technology and packaging method, which has the advantages of high sensitivity and impact resistance. Furthermore, tests were conducted to validate the sensor performance. Finally, the proposed method was applied to the settlement monitoring of a rockfill dam on the Jinsha River in Sichuan, China. The research results demonstrate that the installed FBG sensing array successfully captures spatiotemporal continuous settlement data of the rockfill dam. Analysis of on-site monitoring data revealed the spatiotemporal deformation characteristics of the rockfill dam. Intensive rainfall significantly contributed to settlement in the middle and upper parts of the rockfill dam during operation. The proposed method comprehensively captures dam deformation data in advance, which is of great significance for the early warning of dam instability.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.