Size-dependent strength behavior of heterogeneous veined gneiss under uniaxial compression

In this paper, 114 uniaxial compressive strength tests were carried out on specimens of veined gneiss with diameters ranging from 14 mm to 100 mm. The main objective of the study was to investigate the influence of the specimen size on the strength behavior of this metamorphic, heterogeneous rock. This size effect results in an increase in strength from small 14-mm diameter specimens up to 50-mm diameter specimens. Thereafter, a mild decrease in results is observed from 50-mm to 100-mm diameter specimens, in line with traditionally considered size-effect approaches. The findings generally agree with previous studies on size effects in sedimentary and igneous rocks, suggesting that metamorphic rocks may also tend to follow the Unified Size-Effect Law (USEL), accounting for general and reverse size-effects in strength. Nevertheless, some variability observed in the results, mainly attributed to inherent heterogeneity of the studied rock could influence how clearly this ascending-descending trend is captured by the model.

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Publication Details

Journal
Rock mechanics letters.
Published
2025-04-16
DOI
https://doi.org/10.70425/rml.202502.12
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Size-dependent strength behavior of heterogeneous veined gneiss under uniaxial compression

Leandro R. Alejano, Diego Mas Ivars, Johannes Suikkanen, Hossein Masoumi et al.
Rock mechanics letters.
Rock Mechanics and Modeling
article

Size-dependent strength behavior of heterogeneous veined gneiss under uniaxial compression

Leandro R. Alejano, Diego Mas Ivars, Johannes Suikkanen, Hossein Masoumi, Ignacio Pérez–Rey
article en

Abstract

In this paper, 114 uniaxial compressive strength tests were carried out on specimens of veined gneiss with diameters ranging from 14 mm to 100 mm. The main objective of the study was to investigate the influence of the specimen size on the strength behavior of this metamorphic, heterogeneous rock. This size effect results in an increase in strength from small 14-mm diameter specimens up to 50-mm diameter specimens. Thereafter, a mild decrease in results is observed from 50-mm to 100-mm diameter specimens, in line with traditionally considered size-effect approaches. The findings generally agree with previous studies on size effects in sedimentary and igneous rocks, suggesting that metamorphic rocks may also tend to follow the Unified Size-Effect Law (USEL), accounting for general and reverse size-effects in strength. Nevertheless, some variability observed in the results, mainly attributed to inherent heterogeneity of the studied rock could influence how clearly this ascending-descending trend is captured by the model.

Rock mechanics letters.Vol. 2(2)
Posiva (Finland) (FI), Monash University (AU), Universidade de Vigo (ES), KTH Royal Institute of Technology (SE), Swedish Nuclear Fuel and Waste Management (Sweden) (SE)
Openalex Percentile: Top 91%
Rock Mechanics and Modeling
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