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Integrated parametric multi-level information and numerical modelling of mechanised tunnelling projects
Affiliation:1. Centre for Structural Engineering and Informatics, The University of Nottingham, Nottingham NG7 2RD, United Kingdom;2. Intelligent Technical Design, Bauhaus-Universität Weimar, Marienstraße 13a, 99423 Weimar, Germany;3. Computing in Engineering, Ruhr-Universität Bochum, Universitätstraße 150, 44801 Bochum, Germany;4. Centre for Structural Engineering and Informatics, The University of Nottingham, Nottingham NG7 2RD, United Kingdom;5. Computing in Engineering, Ruhr-Universität Bochum, Universitätstraße 150, 44801 Bochum, Germany;1. METROPROJEKT Praha a.s., Argentiská 1621/36, 17000 Prague, Czech Republic;2. Ruhr-Universität Bochum, Institute for Tunnelling and Construction Management, Universitaetsstr. 150, D-44780 Bochum, Germany;1. Department of Building and Real Estate, The Hong Kong Polytechnic University, Hong Kong, China;2. Department of Construction Management, Curtin University, Perth, Australia;3. Deparment of Future Cities, Qianhai Institute of Innovative Research, Shenzhen, China;1. Department of Construction Science, Texas A&M University, 3137 TAMU, College Station, TX 77843, USA;2. Zachry Department of Civil Engineering, Texas A&M University, 3136 TAMU, College Station, TX 77843, USA;1. Chair of Computational Modeling and Simulation, Leonhard Obermeyer Center of Digital Methods for the Built Environment, Technische Universität München, Arcisstraße 21, 80290 Munich, Germany;2. Chair of Computation in Engineering, Leonhard Obermeyer Center of Digital Methods for the Built Environment, Technische Universität München, Arcisstraße 21, 80290 Munich, Germany
Abstract:This paper presents a concept for parametric modelling of mechanized tunnelling within a state of the art design environment, as the basis for design assessments for different levels of details (LoDs). To this end, a parametric representation of each system component (soil with excavation, tunnel lining with grouting, Tunnel Boring Machine (TBM) and buildings) is developed in an information model for three LoDs (high, medium and low) and used for the automated generation of numerical models of the tunnel construction process and soil-structure interaction. The platform enables a flexible, user-friendly generation of the tunnel structure for arbitrary alignments based on predefined structural templates for each component, supporting the design process and at the same time providing an insight into the stability and safety of the design. This model, with selected optimal LoDs for each component, dependent on the objective of the analysis, is used for efficient design and process optimisation in mechanized tunnelling. Efficiency and accuracy are further demonstrated through an error-free exchange of information between Building Information Modelling (BIM) and the numerical simulation and with significantly reduced computational effort. The interoperability of the proposed multi-level framework is enabled through the use of an efficient multi-level representation context of the Industry Foundation Classes (IFC). The results reveal that this approach is a major step towards sensible modelling and numerical analysis of complex tunnelling project information at the early design stages.
Keywords:Building information modelling  Industry foundation classes  mechanised tunnelling  Multi-level modelling  Numerical simulation  Visualisation
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