Reference health
Damage-induced permeability changes in granite: a case example at the URL in Canada
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29/29 checkable references clean · checked 2026-07-23
Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.
19 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
The 29 checked references that resolve
resolves10.1016/0148-9062(93)90042-C
Acoustic emission and ultrasonic velocity study of excavation-induced microcrack damage at the underground research laboratory
resolves10.1016/S0040-1951(97)00303-X
Acoustic emission and ultrasonic-velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock
resolves10.1016/0148-9062(93)90049-J
Assessment of damage in rock using the Kaiser effect of acoustic emission
resolves10.1061/(ASCE)0733-9399(1991)117:7(1495)
Micromechanical Damage Models for Brittle Solids. Part I: Tensile Loadings
resolves10.1029/WR003i001p00263
Response of a finite‐diameter well to an instantaneous charge of water
resolves10.1029/WR024i010p01796
A generalized radial flow model for hydraulic tests in fractured rock
resolves10.1111/j.1745-6584.1997.tb00148.x
Using the Deconvolution Approach for Slug Test Analysis: Theory and Application
resolves10.1029/WR025i007p01591
A new analysis procedure for determining aquifer properties from slug test data
resolves10.1016/S0148-9062(98)00042-4
Distinct Element Modelling of An Underground Excavation Using a Continuum Damage Model
resolves10.1115/1.3119761
Effective Elastic Properties of Cracked Solids: Critical Review of Some Basic Concepts
resolves10.1016/0148-9062(94)00033-Y
Experimental ultrasonic velocities and permeability for sandstones with aligned cracks
resolves10.1029/95JB00069
Streaming potential and permeability of saturated sandstones under triaxial stress: Consequences for electrotelluric anomalies prior to earthquakes
resolves10.1029/JB080i005p00752
The effect of microcrack dilatancy on the permeability of westerly granite
resolves10.1016/S0148-9062(98)00083-7
Modeling notch-formation mechanisms in the URL Mine-by Test Tunnel using bonded assemblies of circular particles
The 19 references without a DOI — listed, not checked
no DOI — not checkedOuchterlony F. Blast damage predictions from vibrations measurements at the SKB underground laboratories at Äspö in Sweden. In: Proceedings of the Nineth Symposium on Explosives and Blasting Research, San Diego, 1993. p. 189–97.
no DOI — not checkedYoung RP, Collins DS. Monitoring an experimental tunnel seal in granite using acoustic emission and ultrasonic. In: Amadei B, Kranz RL, Scott C-A, Smeallie PH, editors. Proceedings of the 37th US Rock Mechanical Symposium. Rock mechanics for industry, vol. 2. Rotterdam: Balkema, 1999. p. 869–76.
no DOI — not checkedDavies N, Mellor D. Review of excavation disturbance measurements undertaken within the ZEDEX project: implications for the Nirex rock characterisation facility. In: Barla G, editor. Eurock’96, vol. 2. Rotterdam: Balkema, 1996. p. 1315–22.
no DOI — not checkedOlsson O, Stanfors R, Stenberg L. Integrated characterisation of a rock volume at the Äspö HRL utilised for an EDZ experiment. In: Barla G, editor. Eurock’96, vol. 2. Rotterdam: Balkema, 1996. p. 1329–36.
no DOI — not checkedOlsson O, Falk L. Borehole radar — a new technique for characterization of rock at great depth. In: Maury V, Fourmaintraux D, editors. Rock at great depth. Rotterdam: Balkema, 1989. p. 1229–34.
no DOI — not checkedHayles JG, Stevens KM, Serzu MH, Lodha GS. Developments in Mini-Chart trial results in measuring excavation damage in granite. In: Proceedings of the Fourth International MGLS/KEGS Symposium on Borehole Geophysics for Minerals, Geotechnical and Groundwater Applications. Toronto, 1991. p. 18–22.
no DOI — not checkedCabrera J, Volant P, Baker C, Pettitt, Young RP. Structural and geophysical investigations of the EDZ (Exacavation Disturbed Zone) in indurated argillaceous media: the tunnel and the galleries of the ISPN Tournemire site, France. In: Amadei B, Kranz RL, Scott GA, Smeallie PH, editors. Proceedings of the 37th US Rock Mechanical Symposium. Rock mechanics for industry, vol. 2. Rotterdam: Balkema, 1999. p. 957–64.
no DOI — not checkedBauer C, Homand-Etienne F, Ben Slimane K, Hinzen KG. Damage zone characterisation in the near field the Swedish ZEDEX tunnel using in situ and laboratory measurements. In: Barla G, editor. Eurock’96, vol. 2. Rotterdam: Balkema, 1996. p. 1345–52.
no DOI — not checkedHomand-Etienne F, Sebaibi A. Study of microcracking of the Lac du Bonnet granite. In: Barla G, editor. Eurock’96, vol. 2. Rotterdam: Balkema, 1996. p. 1353–60.
no DOI — not checkedRead RS, Chandler N. Excavation damage and stability studies at the URL — rock mechanics considerations for nuclear fuel waste disposal in Canada. In: Amadei B, Kranz RL, Scott GA, Smeallie PH, editors. Proceedings of the 37th US Rock Mech. Symposium. Rock mechanics for industry, vol. 2. Rotterdam: Balkema, 1999. p. 861–8.
no DOI — not checkedFLAC3D. Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 2.0, ITASCA Consulting Group Inc., 1997.
no DOI — not checkedAnalysis of slug test or DST flow period data
no DOI — not checkedWei L, Chakrabarty C. Evaluation of self-consistent approach to fractured crystalline rock characterization. European Commission, Nuclear science and technology, EUR 169626, Contract No. FI2W-CT90-0051, 1996, 242p.
no DOI — not checkedPepa S, Homand-Etienne F, Enachescu C, de Combarieu M. In situ transmissivity measurements close to an underground opening. Water Resour Res, submitted for publication.
no DOI — not checkedDragon A, Cormery F, Désoyer T, Halm D. Localized failure analysis using damage models. In: Chambon R, Desrues J, Vardoulakis I, editors. Localisation and bifurcation theory for soils and rocks. Rotterdam: Balkema, 1994. p. 127–40.
no DOI — not checkedKiyama T, Kita H, Ishijima Y, Yanagidani T, Aoki K, Sato T. Permeability in anisotropic granite under hydrostatic compression and triaxial compression including post-failure region. In: Aubertin M, Hassani F, Mitri H, editors. Rock mechanics tools and techniques, NARMS’96, Montréal, 19–21 June 1996, Rotterdam: Balkema, 1996. p. 1643–50.
no DOI — not checkedSouley M, Homand F., Chibout M., Chandler N. A 3D numerical modeling of damage extension around an underground excavation : Effect of cut-off keys in bulkhead design. In: Amadei B, Kranz RL, Scott GA, Smeallie PH, editors. Proceedings of the 37th US Rock Mechanical Symposium. Rock Mechanics for Industry, Rotterdam: Balkema, 2, 1999, pp. 893–900.
no DOI — not checkedSouley M, Homand F, Hoxha D, Chibout M. Damage around a keyed URL excavation: change in permeability induced by microcracks growth. In: Detournay C, Hart R, editors. Proceedings of the Int. FLAC Symposium. on Numerical Modeling in Geomech. Rotterdam: Balkema, 1999. p. 205–13.
no DOI — not checkedBerchenko I, Detournay E. In-situ measurement of some thermoporoelastic parameters of a granite. In: Thimus J-F Abousleiman Y, Chang AH-D, Coussy O, Dutournay E, editors. Poromechanics, Proceedings of the Biot Conference on Poromechanics, Louvain-La-Neuve, 14–16 September, Rotterdam: Balkema, 1998. p. 545–50.
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