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Numerical study of failure behaviour of pre-cracked rock specimens under conventional triaxial compression

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TLDR
In this paper, a 3D numerical model (RFPA3D) is used to simulate the evolution of cracks in three-dimensional space, as well as the heterogeneity of the rock mass.
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This article is published in International Journal of Solids and Structures.The article was published on 2014-03-01 and is currently open access. It has received 83 citations till now. The article focuses on the topics: Rock mass classification & Overburden pressure.

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The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads

TL;DR: In this paper, a meshless numerical method is proposed to simulate the initiation, propagation and coalescence of 3D pre-existing penetrating and embedded flaws under biaxial compression.
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Visualization of the complex structure and stress field inside rock by means of 3D printing technology

TL;DR: In this paper, the authors employed 3D frozen stress and photoelastic technologies to characterize and visualize the stress distribution within the fractured coal under uniaxial compression and 3D printed model presented the fracture structures identical to those of the natural coal.
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Experimental and numerical study on the fracture process zone and fracture toughness determination for ISRM-suggested semi-circular bend rock specimen

TL;DR: The semi-circular bend (SCB) method suggested by International Society for Rock Mechanics (ISRM) is demonstrated to yield much conservative mode I fracture toughness as mentioned in this paper, and numerically simulated K-resistance curves are demonstrated to have great potential for determining the fracture toughness at the level II.
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A damage constitutive model for intermittent jointed rocks under cyclic uniaxial compression

TL;DR: In this article, a coupled damage tensor for intermittent jointed rocks is derived based on the Lemaitre strain equivalence hypothesis, which combines the Weibull statistical damage model for micro-flaws and the fracture mechanics model for macro-joints.
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Failure behavior and crack evolution mechanism of a non-persistent jointed rock mass containing a circular hole

TL;DR: In this paper, a model of non-persistent jointed rock masses containing a circular hole is presented and tested under uniaxial compression, and the authors show that the peak strength and elastic modulus of the nonpersistent joints display a U-type variation with respect to the joint inclination.
References
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Journal ArticleDOI

A Statistical Distribution Function of Wide Applicability

TL;DR: In this article, the applicability of statistics to a wide field of problems is discussed, and examples of simple and complex distributions are given, as well as a discussion of the application of statistics in a wide range of problems.
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The failure of brittle solids containing small cracks under compressive stress states

TL;DR: In this article, a model for the growth and interaction of cracks in brittle solids under compressive stress states is developed, where a critical stress is required to initiate crack growth: it depends on the initial crack length and orientation, the coefficient of friction and on the stress state.
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Fracture coalescence in rock-type materials under uniaxial and biaxial compression

TL;DR: In this paper, the authors investigate fracture coalescence in gypsum specimens under uniaxial and biaaxial compression and show that cracks start at the flaw tip and propagate out of plane as either tensile or shear cracks.
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Compression-induced microcrack growth in brittle solids: Axial splitting and shear failure

TL;DR: In this paper, the elasticity boundary value problem associated with cracks growing from the tips of a model flaw is solved, and the variations of the "ultimate strength" and the orientation of the overall fault plane with confining pressure are estimated.
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A note on brittle crack growth in compression

TL;DR: In this paper, the growth of cracks in photoelastic material and glass under compression is studied as part of an investigation of brittle fracture of rock, where the most severely stressed crack is inclined at about 30° to the axis of compression.
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