Ability of the direct wave of radar ground-coupled antenna for NDT of concrete structures

Autor: Sbartaï, Z.M., Laurens, S., Balayssac, J.-P., Arliguie, G., Ballivy, G.

Publikováno v: In NDT and E International 2006 39(5):400-407

Best estimation of Mechanical Properties at the Concrete-to-Rock Interface and at the Discontinuities of Rock Foundations for Gravity Dams

Autor: Coubard, G., Deveze, G., Vergniault, C., Zammout, G., Laugier, F., Peyras, L., Carvajal, C., Bost, M., Rajot, J.P., Rivard, P., Ballivy, G., Sow, D., Rulliere, A., Breul, Pierre, Bacconnet, C., Quirion, M.

Publikováno v: 26th ICOLD Congress on Large Dams
26th ICOLD Congress on Large Dams, Jul 2018, Vienna, Autriche. pp.403-425

The determination of the mechanical properties governing the stability of an existing dam is complex, in particular because of the discontinuities present in the foundation and the interface between the dam and the foundation. These properties are th

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::94fe8c89d2b18bc05dc20bc5fdf6903d
https://hal.inrae.fr/hal-02608678

Modeling the spatial variability of the shear strength of discontinuities of rock masses: application to a dam rock mass

Autor: Sow, D., Carvajal, C., Breul, P., Peyras, L., Rivard, P., Bacconnet, C., Ballivy, G

Publikováno v: Engineering Geology
Engineering Geology, Elsevier, 2017, 220, pp.133-143. ⟨10.1016/j.enggeo.2017.01.023⟩

International audience; The shear strength of discontinuities plays a key role in the stability of rock masses, particularly in the case of analysing the sliding stability of the rock foundations of gravity dams. This paper proposes a methodology for

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::5d32d21963c8f00605a795e658505d53
https://hal.archives-ouvertes.fr/hal-01581188/document

Influence of environmental parameters on application of standard ASTM C876-91: half cell potential measurements.

Autor: Assouli, B.¹ badr.assouli@Usherbrooke.ca, Ballivy, G.¹, Rivard, P.¹

Publikováno v: Corrosion Engineering, Science & Technology. Mar2008, Vol. 43 Issue 1, p93-96. 4p. 1 Black and White Photograph, 1 Chart, 4 Graphs.

Modelling the spatial variability of shear strength along the joints of rock foundations

Autor: Sow, D., Carvajal, C., Breul, Pierre, Peyras, L., Bacconnet, C., Rivard, P., Ballivy, G.

Publikováno v: 9èmes Journées de Fiabilité des Matériaux et des Structures JFMS 2016
9èmes Journées de Fiabilité des Matériaux et des Structures JFMS 2016, Mar 2016, Nancy, France. pp.7

National audience; La résistance au cisaillement des discontinuités rocheuses joue un rôle essentiel dans la stabilité des massifs rocheux, notamment dans le cas d’une analyse de stabilité au glissement des fondations rocheuses de barrages-poi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::5c54cda39b4988bfe4c801233edabd42
https://hal.inrae.fr/hal-02605378