Numerical experiment model for heterogeneity rock specimens

A numerical parameter-sensitivity analysis has been conducted to evaluate the effect of heterogeneity on the fracture processes and strength characterization of rock under uniaxial compression loadings. The deformation mechanisms of rock under different constant confining pressures was briefly analyzed based on continuum damage mechanics and the effect of confining pressure on deformation, strength and macroscopic fracture patterns of model rock specimens are also studied using Rock Failure Process Analysis (RFPA) code, that show the nucleation and growth of macrocracks in relatively heterogeneous specimens under uniaxial loading. In this simulator, the heterogeneity of rock is considered by assuming that the material properties of elements conform to Weibull distribution, an elastic damage-based law that considered the strain-rate dependency is used to describe the constitutive law at mesoscopic scale, and finite element program is employed as a basic stress analysis tool. The theoretical analysis and numerically obtained results duplicate the deformation, strength (such as Young’s modulus, compressive strength, etc) and macroscopic fracture patterns observed in laboratory. While the details of macrocrack formation varied from specimen to specimen, a number of features were consistently obtained in the numerical simulations. The theoretical studies and numerical simulations are extremely instructive and indicative for investigating some catastrophic hazard phenomena such as rock bursts, instability induced by excavation. Splitting and faulting failure modes often observed in experiments are also observed in the simulations under uniaxial compression. It is found that tension fractures are the dominant failure mechanism in both splitting and faulting processes. The numerical simulation shows that faulting is mainly a process of tensile fractures, often en echelon fractures, developed in a highly stressed shear band, just is as observed in actual uniaxial compression tests. In these simulations, the same diffused AE events or microfractures but with higher count number also appeared in the early stage of loading.

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Published
2026-02-04
DOI
https://doi.org/10.1201/9781003759539-103
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

Numerical experiment model for heterogeneity rock specimens

S.H. Wang, Tang Chun-an, John A. Hudson, Tao Xu
Geotechnical and Geomechanical Engineering
article

Numerical experiment model for heterogeneity rock specimens

S.H. Wang, Tang Chun-an, John A. Hudson, Tao Xu
article en

Abstract

A numerical parameter-sensitivity analysis has been conducted to evaluate the effect of heterogeneity on the fracture processes and strength characterization of rock under uniaxial compression loadings. The deformation mechanisms of rock under different constant confining pressures was briefly analyzed based on continuum damage mechanics and the effect of confining pressure on deformation, strength and macroscopic fracture patterns of model rock specimens are also studied using Rock Failure Process Analysis (RFPA) code, that show the nucleation and growth of macrocracks in relatively heterogeneous specimens under uniaxial loading. In this simulator, the heterogeneity of rock is considered by assuming that the material properties of elements conform to Weibull distribution, an elastic damage-based law that considered the strain-rate dependency is used to describe the constitutive law at mesoscopic scale, and finite element program is employed as a basic stress analysis tool. The theoretical analysis and numerically obtained results duplicate the deformation, strength (such as Young’s modulus, compressive strength, etc) and macroscopic fracture patterns observed in laboratory. While the details of macrocrack formation varied from specimen to specimen, a number of features were consistently obtained in the numerical simulations. The theoretical studies and numerical simulations are extremely instructive and indicative for investigating some catastrophic hazard phenomena such as rock bursts, instability induced by excavation. Splitting and faulting failure modes often observed in experiments are also observed in the simulations under uniaxial compression. It is found that tension fractures are the dominant failure mechanism in both splitting and faulting processes. The numerical simulation shows that faulting is mainly a process of tensile fractures, often en echelon fractures, developed in a highly stressed shear band, just is as observed in actual uniaxial compression tests. In these simulations, the same diffused AE events or microfractures but with higher count number also appeared in the early stage of loading.

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Numerical experiment model for heterogeneity rock specimens — S.H. Wang, Tang Chun-an, et al. · (2026) | TGRS Research Map | TGRS