Rock Mass Grouting in the Løren Tunnel: Case Study with the Main Focus on the Groutability and Feasibility of Drill Parameter Interpretation

Author:

Høien Are Håvard,Nilsen Bjørn

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Axelsson M, Gustafson G, Fransson Å (2009) Stop mechanism for cementitious grouts at different water-to-cement ratios. Tunn Undergr Space Technol 24(4):390–397

2. Barstad M (2010) E 20 Lørentunnelen-Vanntett utstøpning av dyprenne i Lørentunnelen. The Norwegian Public Roads Administration, teknisk vurdering

3. Boge K (2010) Lørentunnelen. Vanntett utstøpning i dyprenne, Aas-Jakobsen AS

4. Boge K (2012) E-mail on the current developments on groundwater levels and settlements in the Løren tunnel project

5. Brantberger M, Stille H, Eriksson M (2000) Controlling grout spreading in tunnel grouting—analyses and developments of the GIN-method. Tunn Undergr Space Technol 15(4):343––352

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