Abstract
The shear strength of concrete-rock interface is a key factor to evaluate the stability of gravity dams. The shear strength assessment by achieving tests on small samples gives values different from those estimated by back-analysis on the existing dams. This work aims to study the shear behaviour of concrete-rock interface in the metric scale. Five direct shear tests were performed on bonded meter-scale concrete-granite interfaces in the range of normal stresses to which gravity dam foundation is subjected. Specific instrumentation were installed to monitor the failure mechanisms during the tests. The five concrete-rock interfaces have not broken by shearing of materials (concrete, rock) in the shear plane imposed by the test device, but by debonding of the contact between concrete and rock. Considering roughness of the contact surface in the decimeter scale and the results of shear tests carried out in the same scale, the decimeter scale is demonstrated to correspond to the elementary surface for the shear behaviour of the metric concrete-rock interface. According to the level of normal stress, the stiffness of both materials and the main asperities in the decimeter scale, different failure mechanisms occur locally to justify the overall failure in the metric scale.
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05 March 2020
This erratum is to notify a mismatch of DOIs between the items uploaded in Springer web page and the final manuscripts published in Volume 24, Issue 2 (Feb. 2020). Due to a technical error, incorrect DOIs were used in the Springer web page. The DOIs in the published issue are correct.
Abbreviations
- σ n :
-
Normal stress
- τ_A :
-
Peak shear strength of the type A concrete-rock interface behaviour measured in the decimeter scale
- τ_B :
-
Peak shear strength of the type B concrete-rock interface behaviour measured in the decimeter scale
- τ max :
-
Peak shear strength
- τ res :
-
Residual shear strength
- Ω :
-
Fraction of the elementary surfaces compared to the total area which exhibit the type A shear behaviour
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This work was funded by a contract from EDF.
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A correction to this article is available at https://doi.org/10.1007/s12205-020-2402-2
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Bost, M., Mouzannar, H., Rojat, F. et al. Metric Scale Study of the Bonded Concrete-Rock Interface Shear Behaviour. KSCE J Civ Eng 24, 390–403 (2020). https://doi.org/10.1007/s12205-019-0824-5
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DOI: https://doi.org/10.1007/s12205-019-0824-5