4.7 Article

Fracture Evolution and Energy Characteristics During Marble Failure Under Triaxial Fatigue Cyclic and Confining Pressure Unloading (FC-CPU) Conditions

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 54, Issue 2, Pages 799-818

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-020-02299-6

Keywords

Fatigue cyclic loading; Confining pressure unloading; Fracture pattern; Energy evolution; CT scanning

Funding

  1. Beijing Natural Science Foundation of China [8202033]
  2. National Key Technologies Research and Development Program [2018YFC0808402]
  3. Key Laboratory of Geo-hazards Prevention and Geo-environment Protection (Chengdu University of Technology) [SKLGP2019K017]
  4. Fundamental Research Funds for the Central Universities [FRF-TP-20-004A2]

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This study investigates the fracture evolution and energy characteristics of marble under fatigue cyclic loading and confining pressure unloading conditions, showing that the damage accumulation during fatigue loading stage influences the final failure mode and energy conversion. The post-test CT scanning reveals the effects of fatigue cycles on crack pattern and scale after FC-CPU testing, providing insight into the energy changes during the process.
This work aims at investigating the fracture evolution and energy characteristics of marble subjected to fatigue cyclic loading and confining pressure unloading (FC-CPU) conditions. Although rocks under separated fatigue cyclic loading and triaxial unloading conditions have been well studied, little is known about the dependence of the fatigue damage accumulation on the subsequent confining pressure unloading condition that influences the rock fracture behaviors. In this work, the servo-controlled GCTS 2000 rock mechanical system combined with the post-test X-ray computed tomography (CT) scanning technique were used to reveal the fracture behaviors of the marble samples. The samples were tested at three stages: the static loading stage, the fatigue cyclic loading stage, and the confining pressure unloading stage. Results show that the damage index-cycle number curve shows a different pattern-the damage increasing rate is different for the samples experiencing different fatigue damage. The damage accumulation at the fatigue cyclic stage influences the final failure mode and energy conversion. In addition, post-test CT scanning further reveals the effects of fatigue cycles on the crack pattern, as well as the stimulated crack scale and density after FC-CPU testing depending on the fatigue cycle. Furthermore, the stored elastic energy decreases and the dissipated energy increases with increasing fatigue cycle at the fatigue loading stage, and the energy conversion is consistent with the crack pattern analysis. By investigating the failure mechanism of marble under FC-CPU conditions, a theoretical basis for rock dynamic disaster prediction can be created.

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