Bridging grain-scale heterogeneity and size-dependent tensile responses in granite: Computational insights into mineral arrangement and grain-boundary morphology

The tensile strength of crystalline rocks exhibits a pronounced size dependence, yet the contribution of different microstructural heterogeneities remains difficult to resolve because several sources of heterogeneity coexist in natural rocks. This study uses grain-based models of Lac du Bonnet granite to examine how mineral spatial distribution and grain-boundary morphology affect size-dependent tensile responses under Brazilian splitting and direct tension. At each specimen size, three Voronoi boundary realizations and three mineral-assignment realizations were combined in a crossed 3 × 3 design while the mineral proportions, prescribed grain-size distribution, specimen geometry, and constitutive parameters were held constant. A total of 72 simulations were performed in UDEC using a Cohesion Weakening-Friction Strengthening-Tensile Loss contact model for four specimen sizes ranging from 22.5 mm to 45.0 mm. The calculated peak strengths differ from the previous reported experimental results by approximately 7% for Brazilian splitting and 10% for direct tension. Brazilian splitting strength decreases from 10.8 MPa to 8.3 MPa with increasing specimen size, corresponding to a 23.1% reduction, whereas direct tensile strength exhibits a non-monotonic size-dependent response and size-dependent dispersion. Mineral redistribution modifies both local elastic stress transfer and the occurrence and connectivity of mineral-pair contacts. Within the adopted intergranular-fracture framework, grain-boundary morphology produces larger changes in stress localization, crack deflection, and fracture-path evolution. The contrast between the two tests is related to the loading configuration: Brazilian splitting restricts fracture to a narrow central region, whereas direct tension permits greater competition among potential initiation sites and fracture paths. The observed size-dependent tensile responses therefore result from the combined influence of specimen size, loading configuration, and grain-scale heterogeneity.

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Publication Details

Journal
Computers and Geotechnics
Published
2026-10-27
DOI
https://doi.org/10.1016/j.compgeo.2026.108789
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.00

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article

Bridging grain-scale heterogeneity and size-dependent tensile responses in granite: Computational insights into mineral arrangement and grain-boundary morphology

Shengwen Qi, Jianing Cong, Songfeng Guo, Xiaolin Huang et al.
Computers and Geotechnics
Rock Mechanics and Modeling
article

Bridging grain-scale heterogeneity and size-dependent tensile responses in granite: Computational insights into mineral arrangement and grain-boundary morphology

Shengwen Qi, Jianing Cong, Songfeng Guo, Xiaolin Huang, Shuaihua Song
article en

Abstract

The tensile strength of crystalline rocks exhibits a pronounced size dependence, yet the contribution of different microstructural heterogeneities remains difficult to resolve because several sources of heterogeneity coexist in natural rocks. This study uses grain-based models of Lac du Bonnet granite to examine how mineral spatial distribution and grain-boundary morphology affect size-dependent tensile responses under Brazilian splitting and direct tension. At each specimen size, three Voronoi boundary realizations and three mineral-assignment realizations were combined in a crossed 3 × 3 design while the mineral proportions, prescribed grain-size distribution, specimen geometry, and constitutive parameters were held constant. A total of 72 simulations were performed in UDEC using a Cohesion Weakening-Friction Strengthening-Tensile Loss contact model for four specimen sizes ranging from 22.5 mm to 45.0 mm. The calculated peak strengths differ from the previous reported experimental results by approximately 7% for Brazilian splitting and 10% for direct tension. Brazilian splitting strength decreases from 10.8 MPa to 8.3 MPa with increasing specimen size, corresponding to a 23.1% reduction, whereas direct tensile strength exhibits a non-monotonic size-dependent response and size-dependent dispersion. Mineral redistribution modifies both local elastic stress transfer and the occurrence and connectivity of mineral-pair contacts. Within the adopted intergranular-fracture framework, grain-boundary morphology produces larger changes in stress localization, crack deflection, and fracture-path evolution. The contrast between the two tests is related to the loading configuration: Brazilian splitting restricts fracture to a narrow central region, whereas direct tension permits greater competition among potential initiation sites and fracture paths. The observed size-dependent tensile responses therefore result from the combined influence of specimen size, loading configuration, and grain-scale heterogeneity.

Computers and GeotechnicsVol. 203
Chinese Academy of Sciences (CN), Institute of Geology and Geophysics (CN), University of Chinese Academy of Sciences (CN), Xi'an Jiaotong University (CN)
National Natural Science Foundation of China, Ministry of Science and Technology of the People's Republic of China, Youth Innovation Promotion Association of the Chinese Academy of Sciences, Institute of Geology and Geophysics, Chinese Academy of Sciences
Openalex Percentile: Top 24%
Rock Mechanics and Modeling
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