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Statistical damage constitutive model of soft rock based on Improved Hoek-Brown strength criterion

Zhenhua Wang1, Zecheng Wang2, Xin Chen1

  • 1School of Civil and Architecture Engineering, East China University of Technology, Nanchang, 330013, China.

Scientific Reports
|January 6, 2025
PubMed

Keywords:
Improved Hoek-Brown strength criterionMicro-unit strength of soft rockRock mechanicsTwo-parameter Weibull distribution

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