Abstract

The size effect on mechanical behaviors of rock materials has been a challenging topic. The previous research is mainly to study the relationship between known large-scale models and representative element volumes. However, only limited scale models can be obtained in situ or laboratory in many cases, so tests or simulations of mechanical response behaviors of large-scale models cannot be carried out. In order to obtain large-scale models, this paper proposes a multi-scale enlarged digital modeling method to synthesize granite models based on texture self-similarity. The representational ability of synthetic granite is analyzed by using mathematical statistics and finite-difference numerical method. The results show that synthetic granite can characterize the natural rock well in terms of texture morphology, geometric characteristics, and mechanical behaviors. Then, the size effect on mechanical behaviors of intact granite is performed based on an enlarged digital model. The results show that the uniaxial compressive strength of intact granite increases with the increase of model size. In addition, the relationship between heterogeneity and homogeneity is established at different unit scales by using the synthetic digital granite model. The enlarged digital rock model has great potential in studying size effects with rock heterogeneity.

Highlights

  • Rock is a kind of natural geological mass after long-term geological movement and weathering

  • In order to reduce the influence of discreteness on the evaluation of the characterization ability of synthetic digital granite models, the natural rock model is cut to provide more control samples of natural rock

  • The synthetic multi-scale digital rock has a strong ability to characterize the natural rock through the analysis of texture characteristics, mineral distribution, mechanical behaviors

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Summary

Introduction

Rock is a kind of natural geological mass after long-term geological movement and weathering. The rock mechanics test in the laboratory is at the scale of cm-level, which can obtain many basic theories of rock mechanics These theories are difficult to generalize to rock engineering because the physical properties of rocks have a strong size effect. In terms of structural heterogeneity, rock structure mainly includes pore-fracture defects and grain boundaries at various scales, which greatly influence the size effect of rocks. These defects and boundaries were described and expressed by fracture criteria or constitutive equations (Shang et al, 2018; Li et al, 2021; Pan et al, 2021)

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