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Volume 44 Issue 4
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GAO Mei-ben, LI Tian-bin, CHEN Guo-qing, MENG Lu-bo, MA Chun-chi, ZHANG Yan, YIN Hong-yu, ZHONG Yu-yi. Brittleness evaluation method based on pre-peak crack initiation and post-peak characteristics of rock[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 762-768. DOI: 10.11779/CJGE202204020
Citation: GAO Mei-ben, LI Tian-bin, CHEN Guo-qing, MENG Lu-bo, MA Chun-chi, ZHANG Yan, YIN Hong-yu, ZHONG Yu-yi. Brittleness evaluation method based on pre-peak crack initiation and post-peak characteristics of rock[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 762-768. DOI: 10.11779/CJGE202204020
shu

Brittleness evaluation method based on pre-peak crack initiation and post-peak characteristics of rock

  • 1.

    School of Emergency Science, Xihua University, Chengdu 610039, China

  • 2.

    State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China

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  • Received Date: March 10, 2021
  • Available Online: September 22, 2022
    Graphical Abstract
    • Abstract
  • The existing researches show that the brittleness of rock is closely related to the initiation and propagation of internal microcracks, but there are few brittleness evaluation indexes considering the characteristics of rock initiation. Based on the theoretical analysis of brittleness and the characteristics of rock initiation, a brittleness evaluation method is proposed based on the pre-peak initiation and post-peak characteristics of rocks. Firstly, based on the descriptions and definitions of brittleness by George, Tarasov & Potvin et al., the feasibility of evaluation method based on the pre-peak crack initiation and post-peak characteristic brittleness is theoretically analyzed. Secondly, component Bi representing pre-peak brittleness of rocks and component Bii representing the post-peak brittleness of rocks are constructed, and the product of the two is the brittleness index BI representing the pre-peak fracture initiation and post-peak stress drop. Finally, it is verified based on the test data of granite, sandstone and marble under different loading methods, confining pressures and lithology conditions. The results show that the brittleness of marble decreases with the increase of confining pressure from 5 to 35 MPa. At confining pressure of 5 MPa, the brittleness of granite under the triaxial unloading tests is greater than that under the triaxial compression tests. The values of the corresponding brittleness index BI of granite, sandstone and marble are 0.684, 0.336 and 0.186 respectively, and the calculated results are consistent with the experimental ones. This study provides a new way to evaluate the rock brittleness from the perspective of crack initiation and stress drop, which has guiding significance to enrich the analysis and evaluation of indoor rock brittleness.
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