A modular automated modelling framework for cut-and-cover excavations in mixed ground conditions

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-04-01 Epub Date: 2025-01-31 DOI:10.1016/j.tust.2025.106384
Yuxi Liu, Jian Zhao, Qian-Bing Zhang
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Abstract

In recent years, the growing demand for underground infrastructure has driven expansion into larger and deeper regions. The excavation of structures under mixed ground conditions combines the dual complex challenges of soil and rock layers, such as the interaction between the depth of soil and rock layers and the depth of structural excavation, and the problem of spatial asymmetric three-dimensional beddings. While numerical simulations effectively represent ground characteristics during excavation and the interaction with support structures, the continual influx of project data frequently requires labour-intensive, repetitive design adjustments and model re-assessments. Compounded by platform interoperability issues across design, analysis, and decision-making stages. Thus, employing building information modelling (BIM) to facilitate seamless information exchange across diverse software systems can enhance workflow efficiency and improve the optimisation of engineering designs. This paper introduces a modular automated framework that combines parametric modelling and numerical simulation tools with digital platforms. By modularising and automating the design, analysis, and decision-making stages, it simplifies information exchange between digital models and numerical analysis, while enabling real-time, adaptive decision-making. Further, it integrates data from numerical simulations, historical observations, and monitoring data into digital platforms at the decision-making stage, providing dynamic criteria to adapt designs that accommodate long-term geotechnical uncertainties. Additionally, the framework emphasises the advantages of incorporating long-term local and satellite monitoring data, thereby enhancing both data management and decision-making processes. Illustrated through a workflow use case at a cut and cover excavation, sensitivity analysis identifies key parameters affecting stability under mixed ground conditions, demonstrating the framework’s capability to address complex challenges effectively. This framework ensures a continuous information flow from design through to decision-making, providing an advantage in managing ground-structure interactions.

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混合地面条件下切盖式挖掘的模块化自动化建模框架
近年来,对地下基础设施日益增长的需求推动了地下基础设施向更大更深的区域扩张。混合地基条件下的构筑物开挖结合了土层和岩层的双重复杂挑战,如土层和岩层深度与结构开挖深度的相互作用,以及空间不对称的三维层理问题。虽然数值模拟有效地反映了挖掘过程中的地面特征以及与支撑结构的相互作用,但不断涌入的项目数据往往需要耗费大量人力,反复进行设计调整和模型重新评估。再加上设计、分析和决策阶段的平台互操作性问题。因此,利用建筑信息模型(BIM)促进不同软件系统之间的无缝信息交换,可以提高工作流程效率,并改善工程设计的优化。本文介绍了一种将参数化建模和数值仿真工具与数字平台相结合的模块化自动化框架。通过模块化和自动化设计、分析和决策阶段,它简化了数字模型和数值分析之间的信息交换,同时实现了实时、自适应的决策。此外,它在决策阶段将来自数值模拟、历史观测和监测数据的数据集成到数字平台中,为适应长期岩土不确定性的设计提供动态标准。此外,该框架强调纳入长期当地和卫星监测数据的优势,从而加强数据管理和决策过程。通过一个在切割和覆盖挖掘的工作流程用例,敏感性分析确定了影响混合地面条件下稳定性的关键参数,展示了框架有效解决复杂挑战的能力。该框架确保了从设计到决策的连续信息流,为管理地面结构相互作用提供了优势。
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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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