Quantifying the evolution of static elastic properties as crystalline rock approaches failure

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The influence of thermal-stressing (up to 1000 °C) on the physical, mechanical, and chemical properties of siliceous-aggregate, high-strength concrete (2013, background): “However, it has been observed previously that the position of C0 did not change during increasingamplitude, stress cycling experiments designed to impart incremental microcrack damage on a sample (see [64,78,79]).”
An influence of thermally-induced micro-cracking under cooling treatments: Mechanical characteristics of Australian granite (2018, background): “Moreover, multiple stages of loading and unloading prior to failure make the rock matrix weaker in strength properties through the continuous accumulation of fracture damage [24,47,48].”
Cyclic and Fatigue Behaviour of Rock Materials: Review, Interpretation and Research Perspectives (2018, unknown): “(2009) Granite 0.2 Hz Uniaxial – – Constant Heap et al.”