NORDIC GROUTING 2023 | PREVIEW
2 – ‘Verifying the quality and performance of grout using sensor technology’, M.B. Hadebe et al
3 – ‘Connection between drilling and grouting in underground work’, T. Otterberg et al
TECHNICAL SESSION 2: Concepts and Design for Grouting 1 – ‘Pre-investigation data in grouting design: recommendations regarding fracture aperture distributions’, S. Kvartsberg et al
2 – ‘Technological insights into Hybrid Grouting’, H. Baumann et al
3 – ‘Theoretical analysis of rock grouting with varying injection pressure’, L. Zou et al
4 – ‘Optimising the fan layout with respect to the grouting boreholes and identified geological structures’, J. Funehag et al
5 – ‘Shear modulus as a new parameter to characterise grout’, W. Åberg et al
6 – ‘The significance of geology for pre-grouting of tunnels – Experiences from the Stockholm Bypass’, B. Stille
13 SEPTEMBER TECHNICAL SESSION 3: Grouting of Soil-Rock-Concrete Interfaces 1 – ‘Sealing under artesian circumstances to stop water causing collapse’, H. Andersson
2 – ‘Pre-grouting from a TBM: The Follo Line EPC TBM project (Oslo, Norway)’, F. V. O de la Torre
3 – ‘Sealing the zone between soil and rock to stop water and quick clay’, H. Andersson
TECHNICAL SESSION 4: Case Studies 1 – ‘Anneberg-Skanstull high voltage cable tunnel, Stockholm, Sweden: challenges and possibilities performing pre-excavation grouting in hard crystalline rock from a TBM’, M. Creütz et al
2 – ‘Adoption of a grouting design during the production phase: Examples from the West Link project’, M. Zetterlund et al
3 – ‘Evaluation of grouting design considering favourable and unfavourable geological conditions’, M. Rahman et al
4 – ‘Real-time analysis during pre-excavation rock mass grouting: methods and benefits’, Helene Strømsvik et al
5 – ‘Potentials and limitations of using artificial intelligence to predict grouting parameters: results of a case study in a tunnel project in Scandinavia’, C. Klaproth et al
TECHNICAL SESSION 5: Grouting Equipment 1 – ‘Pressure losses along the delivery lines during rock grouting using polyurethane (PU) resins’, R. Penczek et al
2 – ‘Dynamic grouting – feedback resonance’, P. Ulriksen 3 – ‘Dynamic grouting – water hammer’, P. Ulriksen 4 – ‘Grout-free expandable standpipes for pre- excavation grouting (PEG)’, J. Adams
To get details of the Grouting Course and registration information for the 10th Nordic Grouting Symposium – go to:
https://www.ngs2023.se
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