Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework
During the initial design phases of complex multi-disciplinary systems such as urban tunnelling, the appraisal of different design alternatives 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 o...
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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2025
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| Online Access: | https://eprints.nottingham.ac.uk/81166/ |
| _version_ | 1848801299581108224 |
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| author | Gamra, Ali |
| author_facet | Gamra, Ali |
| author_sort | Gamra, Ali |
| building | Nottingham Research Data Repository |
| collection | Online Access |
| description | During the initial design phases of complex multi-disciplinary systems such as urban tunnelling, the appraisal of different design alternatives 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 the impact of tunnelling on existing structures, the design and assessment process must be efficient, yet provide a holistic view of model interaction, including Soil-Structure Interaction (SSI) effects. In
this thesis, an integrated tunnel design tool is proposed for the initial design phases to predict building damage due to ground settlements induced by tunnelling, leveraging empirical and analytical solutions as well as simulation-based meta-models. Furthermore,
the visualisation of ground settlements and building damage categories is enabled by integrating these solutions within a Building Information Modelling (BIM) framework for tunnelling. This approach allows for near real-time assessment of structural damage induced by settlements, considering SSI and the non-linear material behaviour of buildings. Because this approach is implemented on a BIM platform for tunnelling, it offers numerous benefits. Firstly, the design can be optimised directly in the design environment, thus eliminating errors in data exchange between designers and computational analysts. 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 collaborative design. Having a fully parametric design model and real-time predictions, therefore, enables the assessment and visualisation of tunnelling-induced damage for large tunnel |
| first_indexed | 2025-11-14T21:05:15Z |
| format | Thesis (University of Nottingham only) |
| id | nottingham-81166 |
| institution | University of Nottingham Malaysia Campus |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T21:05:15Z |
| publishDate | 2025 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | nottingham-811662025-07-29T04:40:12Z https://eprints.nottingham.ac.uk/81166/ Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework Gamra, Ali During the initial design phases of complex multi-disciplinary systems such as urban tunnelling, the appraisal of different design alternatives 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 the impact of tunnelling on existing structures, the design and assessment process must be efficient, yet provide a holistic view of model interaction, including Soil-Structure Interaction (SSI) effects. In this thesis, an integrated tunnel design tool is proposed for the initial design phases to predict building damage due to ground settlements induced by tunnelling, leveraging empirical and analytical solutions as well as simulation-based meta-models. Furthermore, the visualisation of ground settlements and building damage categories is enabled by integrating these solutions within a Building Information Modelling (BIM) framework for tunnelling. This approach allows for near real-time assessment of structural damage induced by settlements, considering SSI and the non-linear material behaviour of buildings. Because this approach is implemented on a BIM platform for tunnelling, it offers numerous benefits. Firstly, the design can be optimised directly in the design environment, thus eliminating errors in data exchange between designers and computational analysts. 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 collaborative design. Having a fully parametric design model and real-time predictions, therefore, enables the assessment and visualisation of tunnelling-induced damage for large tunnel 2025-07-29 Thesis (University of Nottingham only) NonPeerReviewed application/pdf en cc_by https://eprints.nottingham.ac.uk/81166/1/PhD_thesis_Ali_Gamra_Final_20140438.pdf Gamra, Ali (2025) Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework. PhD thesis, University of Nottingham. Urban tunnelling; Soil-structure interaction; Ground settlements; Builing information modelling; Integrated tunnel design tool i |
| spellingShingle | Urban tunnelling; Soil-structure interaction; Ground settlements; Builing information modelling; Integrated tunnel design tool i Gamra, Ali Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title | Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title_full | Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title_fullStr | Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title_full_unstemmed | Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title_short | Real-time assessment of tunnelling-induced damage to structures within the Building Information Modelling Framework |
| title_sort | real-time assessment of tunnelling-induced damage to structures within the building information modelling framework |
| topic | Urban tunnelling; Soil-structure interaction; Ground settlements; Builing information modelling; Integrated tunnel design tool i |
| url | https://eprints.nottingham.ac.uk/81166/ |