AN IMPROVED GRAIN-BASED DISCRETIZED VIRTUAL INTERNAL BOND (GB-DVIB) MODEL FOR MODELING MICRO-CRACKING OF GRANULAR ROCKS

The micro-structure of rock essentially affects its macroscopic mechanical behaviors. Based on the grain-based discretized virtual internal bond (GB-DVIB) model, an improved version of the model is developed to investigate the gain-scale, micro-cracking process. Compared with the original GB-DVIB model, a more realistic micro-structure of granular rock is generated by the improved model. A micro-structure generation method is developed to generate different types of mineral grains, grain boundaries, and voids. Based on the relationship between macro- and micro-parameters in the DVIB model, the mechanical parameters of micro-structure obtained by experiments can be employed to calibrate the micro-bond parameters directly. The ability of the improved GB-DVIB model in modeling tensile and compression-shear failure is verified by the simulation of a three-point-bending test and an asymmetric compressive test, respectively. The detailed micro-cracking process of a granite sample is investigated by the simulation of uniaxial compression and tension tests, and the intra-granular and inter-granular cracks both can be reproduced. The simulated results show that the micro-cracks generated in the uniaxial compression test are much larger than the uniaxial tension test. The intra-granular and inter-granular cracks both play important roles in rock compression failure, while the inter-granular cracks play a dominant role in rock tensile failure. For the convenience of the application of the improved GB-DVIB model, the effect of mechanical parameters of micro-structure, grain size, geometric heterogeneity, and porosity on the rock macroscopic mechanical behavior is systematically investigated. Due to the different mechanisms of tension and shear failure, the influence of micro-structure on rock compression and tension failure also varies. The improved GB-DVIB model can effectively generate the micro-structure of granular rock and provides a convenient and effective tool for researching the gain-scale, micro-cracking process of granular rock.

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Publication Details

Journal
International Journal for Multiscale Computational Engineering
Published
2024-09-06
DOI
https://doi.org/10.1615/intjmultcompeng.2024052740
Citations
2
Primary Topic
Drilling and Well Engineering
Type
article
Field-Weighted Citation Impact
0.67
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article

AN IMPROVED GRAIN-BASED DISCRETIZED VIRTUAL INTERNAL BOND (GB-DVIB) MODEL FOR MODELING MICRO-CRACKING OF GRANULAR ROCKS

Yuezong Yang, Zihan Liu, Yujie Wang
2 citations
International Journal for Multiscale Computational Engineering
Drilling and Well Engineering
0.67
article

AN IMPROVED GRAIN-BASED DISCRETIZED VIRTUAL INTERNAL BOND (GB-DVIB) MODEL FOR MODELING MICRO-CRACKING OF GRANULAR ROCKS

Yuezong Yang, Zihan Liu, Yujie Wang
article en
2 citations

Abstract

The micro-structure of rock essentially affects its macroscopic mechanical behaviors. Based on the grain-based discretized virtual internal bond (GB-DVIB) model, an improved version of the model is developed to investigate the gain-scale, micro-cracking process. Compared with the original GB-DVIB model, a more realistic micro-structure of granular rock is generated by the improved model. A micro-structure generation method is developed to generate different types of mineral grains, grain boundaries, and voids. Based on the relationship between macro- and micro-parameters in the DVIB model, the mechanical parameters of micro-structure obtained by experiments can be employed to calibrate the micro-bond parameters directly. The ability of the improved GB-DVIB model in modeling tensile and compression-shear failure is verified by the simulation of a three-point-bending test and an asymmetric compressive test, respectively. The detailed micro-cracking process of a granite sample is investigated by the simulation of uniaxial compression and tension tests, and the intra-granular and inter-granular cracks both can be reproduced. The simulated results show that the micro-cracks generated in the uniaxial compression test are much larger than the uniaxial tension test. The intra-granular and inter-granular cracks both play important roles in rock compression failure, while the inter-granular cracks play a dominant role in rock tensile failure. For the convenience of the application of the improved GB-DVIB model, the effect of mechanical parameters of micro-structure, grain size, geometric heterogeneity, and porosity on the rock macroscopic mechanical behavior is systematically investigated. Due to the different mechanisms of tension and shear failure, the influence of micro-structure on rock compression and tension failure also varies. The improved GB-DVIB model can effectively generate the micro-structure of granular rock and provides a convenient and effective tool for researching the gain-scale, micro-cracking process of granular rock.

International Journal for Multiscale Computational EngineeringVol. 23(4)
Xi'an University of Architecture and Technology (CN), Institute of Applied Physics and Computational Mathematics (CN), University of Hong Kong (HK)
Openalex Percentile: Top 31%
Drilling and Well Engineering
0.67
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