BrisBIM Gathering, August 2017
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1 BrisBIM BrisBIM Gathering, August 2017 BIM IN TUNNELLING Implementation of BIM methodology to Trans Alpine tunnel Karavanke Marko Žibert
2 Content Project summary 3D Modelling Model-based coordination 4D and 5D Modeling BIM Implementation planning
3 Project organisation 7 JV partners 15 companies 60 engineers > hours
4 Project scope m long tunnel NATM > m overburden Complex geology 2 countries, 2 clients Apart from tunnel many other structures are included in the design
5 Summary of BIM related activities Start of activities: No. of involved companies: 9 3 No. of partial models: D BIM and Coordination: 4D BIM: 5D BIM: 6D BIM: LoD: LoI:
6 Why using BIM on Karavanke? Karavanke tunnel is heralding a new wave of investments in Slovenia It is a complex project with very much all of the civil elements involved International importance Above all it was a set of circumstances Client, Engineer and Design companies had enough confidence to go through the process
7 BIM goals Coordination and accuracy of design documents Improving collaboration between the client, designer and contractor Allow optimisation of technical and technological solutions during design phase Monitoring construction as well as collecting, logging, implementing and archiving data Facility management
8 Information modelling in tunnelling GEOLOGY AND GEOTECHNICS DRIVEN BY MINING EXPLORATION LOGGING, MANAGING AND INTERPRETING DATA
9 Information modelling in tunnelling
10 Information modelling in tunnelling
11 Information modelling in tunnelling
12 Information modelling in tunnelling
13 3D Geological modelling Problem: - High volume of data - High uncertainty of data - Different logging data formats - Many participants involved - Complex nonlinear geometrical features Solution: - Implicit modelling, weighted data - Possibility of comparing different interpretations in short amount of time - Good visualization
14 3D Geological modelling 3D Geological modelling
15 3D Geological modelling
16 3D Geological modelling
17 3D Geological modelling
18 Modelling of temporary support structures "The devil is in the detail" information
19 Modelling of temporary support structures
20 Modelling of temporary support structures
21 Modelling of temporary support structures
22
23 Spatial data analytics Open GIS database XML/GML conversion of parameters Basis for BIM model of utilities
24 BIM Problem/Status: - Modelling techniques mainly available from surface construction industry (buildings and roads) - Handling long sections, producing deliverables, etc in tunnel environment requires custom solutions - Easy parametrisation, controlling the model by means of realation database Solution: - Early design stage focus on validating alignments requires close BIM solutions with high degree of parametrisation - Raising LoD during outline and execution design requires segregation of the model and use of special authoring tools - Tunnel environment requires custom solutions for production of deliverables
25 Early stage of model development Assembly: distribute parametric families over profiles Create parametric families Create corridor points Read coordinates & create profiles
26 Parametric Modelling of the Tunnel te parametric families profiles Distribute niches and other interventions according to the requirements INTERVENTIONS
27 CREATE PARAMETRIC BASIS GOALS & CONSTRAINTS SYNTESIS OPTIMIZATION TOPOGRAPHY POPULATION ALIGNMENT GEOLOGY
28 Model segregation CONCRETE LINING ROAD DESIGN MECHANICAL ELECTRICAL DEWATERING
29 Model segregation AUSRÜSTUNG REINFORCEMENT INNERLINING - STRUCTURES ROAD DESIGN COMMUNAL INFRASTRUCTURE
30 Coordination ca. 190 Partial models Model Delivery Schedule
31 Communication, Collaboration and Coordination
32 Segregate generic model to discipline specific models Create & Analyze detailed discipline specific models Compile federated model 1 6 COMPILE PROJECT UPDATE PROJECT Each team uses its own design specific tools 5
33 Coordination 5 Coordination models Slovenian National Coordinate System Local Coordinate System Austrian National Coordinate System
34 Coordination Communication
35 Coordination ca. 800 Inconsistencies resolved in design stage
36 4D and 5D Modeling?
37 Thank you for your attention!
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