4.5 Article

Energy dissipation-based method for brittleness evolution and yield strength determination of rock

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出版社

ELSEVIER
DOI: 10.1016/j.petrol.2021.108376

关键词

Brittleness; Yield strength; Energy dissipation; Triaxial compression; Rock

资金

  1. National Natural Science Foundation of China [11902249, 11872301, 51779207]
  2. Natural Science Basic Research Plan in Shaanxi Province of China [2019JQ395]
  3. Education Bureau of Shaanxi Province | Scientific Research Plan Projects of Shaanxi Education Department in China [20JS093]

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In this study, triaxial compression tests were conducted to investigate the relationship between brittleness and yield in sedimentary, igneous, and metamorphic rocks. A new method for determining the yield strength by considering energy dissipation was proposed, showing reliable estimation of rock yield strength compared to fitting correlation. The scientific linear correlation between brittleness index (BIM) and yield and peak strength under different confining pressures was explored, providing insights into the brittle evolution of rock based on energy dissipation characteristics.
Brittleness is one of the most important mechanical properties of rock, especially in designing an efficient fracturing method for deep production of raw petroleum and shale gas. In this study, triaxial compression tests for sedimentary, igneous and metamorphic rocks are carried out to investigate the relationship between brittleness and yield under different confining pressures. To research the yield property in the deformation and failure process of rock, the referenced brittleness index BIM is adopted to analyze the brittle evolution of rock based on the energy dissipation characteristics. The experimental results show that the BIM following increasing axial strain presents N-shaped variation in the deformation process. The two inflection points are exactly marked as the compaction point and yield point in the rock deformation process. Accordingly, the scientific linear correlation between BIM and yield and peak strength is investigated to obtain the response of brittleness to the corresponding stress values increasing under different confining pressures. Based on this correlation, a new method for determining the yield strength by considering the energy dissipation is proposed. In comparison with the fitting correlation, the estimated BIMmax values from other rock strengths are close to the correlation between yield and brittleness (error range within 10%). Accordingly, the proposed method may provide a reliable estimation of rock yield strength.

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