{"title":"盾构隧道结构-土相互作用系统数字孪生模型的序列数据同化","authors":"Xiancheng Li, Lijun Ye, Xuecheng Bian","doi":"10.1016/j.tust.2025.107168","DOIUrl":null,"url":null,"abstract":"<div><div>Developing digital twin models for long-serviced shield tunnels is important for the safe operation and maintenance decision-making of tunnels. However, shield tunnel structure-soil interaction systems involve complex multi-physics coupling behaviors and may suffer from localized defects. Establishing a digital twin model capable of tracking and accurately predicting the system states and behaviors remains challenging. To address this issue, by extending the ensemble Kalman filter with subset simulation (EnKF-SuS), a rigorous and efficient Bayesian updating method, to the recursive Bayesian framework, a sequential data assimilation (DA) scheme for digital twin modeling was proposed, which aims to update the model and estimate possible system states by assimilating new observations. To validate the performance of the proposed method, finite element models incorporating tunnel construction and thermo-hydro-mechanical (THM) coupling were developed. The reliability of forward modeling was validated against the analytical solutions of segmental lining mechanical responses and field data from an energy tunnel. Then, based on a real-world energy tunnel and a scenario involving the hydraulic performance degradation of the lining joint respectively, the uncertainty quantification results and computational time of the developed algorithm for updating model inputs (including time-invariant/variant parameters) and predictions were examined. Results indicate that the proposed method can timely track and accurately estimate the time-varying system states and behaviors by integrating the model with sparse observational data.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"168 ","pages":"Article 107168"},"PeriodicalIF":7.4000,"publicationDate":"2025-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Sequential data assimilation for digital twin modeling of shield tunnel structure-soil interaction systems\",\"authors\":\"Xiancheng Li, Lijun Ye, Xuecheng Bian\",\"doi\":\"10.1016/j.tust.2025.107168\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Developing digital twin models for long-serviced shield tunnels is important for the safe operation and maintenance decision-making of tunnels. However, shield tunnel structure-soil interaction systems involve complex multi-physics coupling behaviors and may suffer from localized defects. Establishing a digital twin model capable of tracking and accurately predicting the system states and behaviors remains challenging. To address this issue, by extending the ensemble Kalman filter with subset simulation (EnKF-SuS), a rigorous and efficient Bayesian updating method, to the recursive Bayesian framework, a sequential data assimilation (DA) scheme for digital twin modeling was proposed, which aims to update the model and estimate possible system states by assimilating new observations. To validate the performance of the proposed method, finite element models incorporating tunnel construction and thermo-hydro-mechanical (THM) coupling were developed. The reliability of forward modeling was validated against the analytical solutions of segmental lining mechanical responses and field data from an energy tunnel. Then, based on a real-world energy tunnel and a scenario involving the hydraulic performance degradation of the lining joint respectively, the uncertainty quantification results and computational time of the developed algorithm for updating model inputs (including time-invariant/variant parameters) and predictions were examined. Results indicate that the proposed method can timely track and accurately estimate the time-varying system states and behaviors by integrating the model with sparse observational data.</div></div>\",\"PeriodicalId\":49414,\"journal\":{\"name\":\"Tunnelling and Underground Space Technology\",\"volume\":\"168 \",\"pages\":\"Article 107168\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-10-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Tunnelling and Underground Space Technology\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0886779825008065\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779825008065","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Sequential data assimilation for digital twin modeling of shield tunnel structure-soil interaction systems
Developing digital twin models for long-serviced shield tunnels is important for the safe operation and maintenance decision-making of tunnels. However, shield tunnel structure-soil interaction systems involve complex multi-physics coupling behaviors and may suffer from localized defects. Establishing a digital twin model capable of tracking and accurately predicting the system states and behaviors remains challenging. To address this issue, by extending the ensemble Kalman filter with subset simulation (EnKF-SuS), a rigorous and efficient Bayesian updating method, to the recursive Bayesian framework, a sequential data assimilation (DA) scheme for digital twin modeling was proposed, which aims to update the model and estimate possible system states by assimilating new observations. To validate the performance of the proposed method, finite element models incorporating tunnel construction and thermo-hydro-mechanical (THM) coupling were developed. The reliability of forward modeling was validated against the analytical solutions of segmental lining mechanical responses and field data from an energy tunnel. Then, based on a real-world energy tunnel and a scenario involving the hydraulic performance degradation of the lining joint respectively, the uncertainty quantification results and computational time of the developed algorithm for updating model inputs (including time-invariant/variant parameters) and predictions were examined. Results indicate that the proposed method can timely track and accurately estimate the time-varying system states and behaviors by integrating the model with sparse observational data.
期刊介绍:
Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.