A statistical grouting decision method based on water pressure tests for the tunnel construction stage – A case study

Author:

Lisa Hernqvist,Gunnar Gustafson,Åsa Fransson,Tommy Norberg

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference31 articles.

1. Bergman, S.G.A., Nord, G., 1982. Täta tunnlar lagom. BeFo Nr 64:1/82, Stockholm.

2. Buoro, A., Dahlbo, K., Wiren, L., Holmén, J., Hermanson, J., Fox, A., 2009. Geological Discrete-Fracture Network Model (version 1) for the Olkiluoto Site, Finland. Posiva Working Report 2009–77. Posiva Oy, Eurajoki.

3. Quantitative Hydrogeology. Groundwater Hydrology for Engineers;de Marsily,1986

4. Penetrability due to filtration tendency of cement-based grouts;Eklund;Tunnelling and Underground Space Technology,2008

5. Fransson, Å., 1999. Grout Prediction Based on Hydraulic Tests of Short Duration: Analytical, Numerical and Experimental Approaches. Licentiate thesis. Department of Geology, Chalmers University of Technology, Gothenburg.

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