Estimation of deformation and stiffness of fractures close to tunnels using data from single-hole hydraulic testing and grouting

Author:

Fransson Å.,Tsang C.-F.,Rutqvist J.,Gustafson G.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Fracture dilation during grouting;Gothäll;Tunnell Underground Space Technol,2008

2. Stress and rock mechanics issues of relevance to HDR/HWR engineered geothermal systems: review of developments during the past 15 years;Evans;Geothermics,1999

3. Lessons to be learned from Romeriksporten;Beitnes;Tunnels Tunnelling Int,2005

4. The theory behind high pressure grouting—Part 1;Barton;Tunnels Tunnelling Int,2004

5. Guglielmi Y, Cappa F, Virieux J, Rutqvist J, Tsang C-F, Thoraval A. A new in-situ approach for hydromechanical characterization of mesoscale fractures: the High-Pulse Poroelasticity Protocol (HPPP). In: Proceedings of the 42nd US Rock Mechanics Symposium, San Francisco, 2008.

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