Phenomena and theoretical analysis for the failure of brittle rocks Phenomena and theoretical analysis for the failure of brittle rocks

Phenomena and theoretical analysis for the failure of brittle rocks

  • 期刊名字:岩石力学与岩土工程学报(英文版)
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  • 论文作者:Faquan Wu,Jie Wu,Shengwen Qi
  • 作者单位:Key Laboratory of Engineering Geomechanics,Engineering College
  • 更新时间:2022-10-14
  • 下载次数:
论文简介

Rockburst,an unstable failure of brittle rocks,has been greatly concerned in rock mechanics and rock engineering for more than 100 years.The current understanding on the mechanical mechanism of rockburst is based on the Coulomb theory,i.e.compressive-shear failure theory.This paper illustrates a series of tensile and tensile-shear fracture phenomena of rockburst,and proposes a methodology for the analysis of fracture mode and its energy dissipation process based on Griffith theory.It is believed that: (1) the fracture modes of rockburst should include compressive-shear,tensile-shear and pure tensile failures; (2) the rupture angle of rock mass decreases with the occurrence of tensile stress; (3) the proportion of kinetic energy in the released strain energy from a rockburst may be much larger than that transferred into surface energy; and (4) the understanding on the tensile and tensile-shear failure modes of rockburst may change the basic thinking of rockburst control,i.e.from keeping the reduction in initial compressive stress σ3 to restricting the creation of secondary tensile stress.

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