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

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xiancheng Li, Lijun Ye, Xuecheng Bian
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引用次数: 0

摘要

开发长服役盾构隧道的数字孪生模型对隧道的安全运行和维护决策具有重要意义。然而,盾构隧道结构-土相互作用系统涉及复杂的多物理场耦合行为,可能存在局部缺陷。建立一个能够跟踪和准确预测系统状态和行为的数字孪生模型仍然具有挑战性。为了解决这一问题,将一种严谨高效的贝叶斯更新方法集合卡尔曼滤波(EnKF-SuS)扩展到递归贝叶斯框架,提出了一种用于数字孪生建模的顺序数据同化(DA)方案,该方案旨在通过同化新的观测值来更新模型并估计可能的系统状态。为了验证该方法的性能,建立了考虑隧道施工和热-水-力耦合的有限元模型。利用分段衬砌力学响应解析解和某能量隧洞现场数据验证了正演模拟的可靠性。然后,分别基于实际能量隧道和衬砌接头水力性能退化的场景,对所开发的算法更新模型输入(包括定常/变参数)和预测的不确定性量化结果和计算时间进行了检验。结果表明,该方法通过将模型与稀疏观测数据相结合,可以及时跟踪和准确估计时变系统的状态和行为。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
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.
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