A hard rock tunnel case study: Characterization of the water-bearing fracture system for tunnel grouting

Author:

Lisa Hernqvist,Christian Butrón,Åsa Fransson,Gunnar Gustafson,Johan Funehag

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference39 articles.

1. Agarwal, R., 1980. A new method to account for producing time effects when drawdown type curves are used to analyze pressure buildup and other test data. In: SPE Annual Technical Conference and Exhibition, 21–24 September 1980, Dallas, Texas.

2. Butron, C., 2009. Drip Sealing of Tunnels in Crystalline Rock: Pre-Excavation Design and Evaluation. Licentiate thesis, Department of Civil and Environmental Engineering, Chalmers University of Technology, Göteborg.

3. Fault zone architecture and permeability structure;Caine;Geology,1996

4. Carlsten, S., Stråhle, A., Ludvigson, J.-E., 2001. Conductive fracture mapping. A study on the correlation between borehole TV- and radar images and difference flow logging results in borehole KLX02. R-01-48. Swedish Nuclear Fuel and Waste Management Co., Stockholm.

5. A generalized graphical method for evaluating formation constants and summarizing well-field history;Cooper;American Geophysical Union Transactions,1946

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