Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework

Jelena Ninic´ , Ali Gamra , Bahman Ghiassi

Underground Space ›› 2024, Vol. 14 ›› Issue (1) : 99 -117.

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Underground Space ›› 2024, Vol. 14 ›› Issue (1) : 99 -117. DOI: 10.1016/j.undsp.2023.05.010

Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework

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Abstract

During the initial design phases of complex multi-disciplinary systems such as urban tunnelling, the appraisal of different design alter- natives can ensure optimal designs in terms of costs, construction time, and safety. To enable the evaluation of a large number of design scenarios and to find an optimal solution that minimises impact of tunnelling on existing structures, the design and assessment process must be efficient, yet provide a holistic view of soil-structure interaction effects. This paper proposes an integrated tunnel design tool for the initial design phases to predict the ground settlements induced by tunnelling and building damage using empirical and analytical solutions as well as simulation-based meta models. Furthermore, visualisation of ground settlements and building damage risk is enabled by integrating empirical and analytical models within our Building Information Modelling (BIM) framework for tunnelling. This approach allows for near real-time assessment of structural damage induced by settlements with consideration of soil-structure interaction and non-linear material behaviour. Furthermore, because this approach is implemented on a BIM platform for tunnelling, first, the design can be optimised directly in the design environment, thus eliminating errors in data exchange between designers and computational ana- lysts. Secondly, the effect of tunnelling on existing structures can be effectively visualised within the BIM by producing risk-maps and visualising the scaled deformation field, which allows for a more intuitive understanding of design actions and for collaborative design. Having a fully parametric design model and real-time predictions therefore enables the assessment and visualisation of tunneling-induced damage for large tunnel sections and multiple structures in an effective and computationally efficient way.

Keywords

Building information modelling / Soil-structure interaction / Tunnelling / Settlements / Structural damage / Visualisation / Meta models

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Jelena Ninic´,Ali Gamra,Bahman Ghiassi. Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework. Underground Space, 2024, 14(1): 99-117 DOI:10.1016/j.undsp.2023.05.010

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