4.6 Article

Experimental Study of Confined-Pressure Soaking on Sandstone Damage-Fracture Characteristics Using Acoustic Emission and Energy Dissipation

Journal

SUSTAINABILITY
Volume 14, Issue 19, Pages -

Publisher

MDPI
DOI: 10.3390/su141912381

Keywords

confined-pressure soaking (CPS); mechanical characteristics; fracture morphology; acoustic emission; damage evolution

Funding

  1. National Natural Science Foundation of China [52104113]
  2. National Key Research and Development Program of China [2020YFB1314203]
  3. Foundation of Educational Commission of Anhui Province [KJ2020A0320]
  4. University-level key projects of Anhui University of science and technology [QN2019112]
  5. Independent Research Fund of the State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines [SKLMRDPC19ZZ11]

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This study conducted uniaxial compression and acoustic emission experiments to explore the mechanical characteristics of confined-pressure soaking (CPS) sandstone during the damage-fracture process. The results showed that CPS parameters had an impact on the uniaxial compressive strength and elastic modulus of sandstone. The increase in moisture content changed the fracture mode, and the degree of CPS was related to fracture fragmentation and mechanical behavior. Furthermore, this study proposed CPS damage variables to quantify the weakening degree and reveal the damage evolution process.
In order to explore the mechanical characteristics of confined-pressure soaking (CPS) sandstone during the damage-fracture process, the uniaxial compression and acoustic emission (AE) experiment of CPS sandstone was conducted. The mechanical parameters, fracture morphology, AE and energy characteristics under uniaxial stress were researched. The results show that the uniaxial compressive strength and elastic modulus decrease as a logarithmic function with CPS parameters, corresponding to the inflection point of modification. The fracture mode gradually changes from brittleness to toughness with the increase in moisture content. The difference between fracture fragmentation and mechanical behavior mainly depends on the degree of CPS. The evolution of AE characteristics and energy dissipation has a good correspondence with CPS specimens. The higher the CPS degree is, the less the AE cumulative number is and the longer the excitation time is. Based on the phase variation of AE events and energy dissipation, the CPS damage variables are proposed to quantify the weakening degree and reveal the damage evolution process. The results provide a useful foundation for evaluating rock failure and improving service life.

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