Non-invasive detection of fractures, fracture zones, and rock damage in a hard rock excavation — Experience from the Äspö Hard Rock Laboratory in Sweden

Author:

Walton G.ORCID,Lato M.,Anschütz H.,Perras M.A.,Diederichs M.S.

Funder

Nuclear Waste Management Organization of Canada

Natural Sciences and Engineering Research Council of Canada

Norwegian Research Council

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Seismic and geolectic measurements for the characterization of the excavation damage zone around tunnels in Opalinus Clay;Alheid;Z. Angew. Geol.,2002

2. The electrical resistivity log as an aid in determining some reservoir characteristics;Archie;Trans. Am. Inst. Min. Metall. Eng.,1942

3. Digital photogrammetry, GPR and computational analysis of structural damages in a mediaeval bridge;Arias;Eng. Fail. Anal.,2007

4. Evaluation of measurement-related uncertainties in the analysis of overcoring rock stress data from Aspo HRL, Sweden: a case study;Ask;Int. J. Rock Mech. Min. Sci.,2003

5. Recent experiments in hard rocks to study the excavation response: implications for the performance of a nuclear waste geological repository;Backblom;Tunn. Undergr. Space Technol.,1999

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