Mechanism underlying dynamic size effect on rock mass strength

Chengzhi Qi, Mingyang Wang, Jiping Bai, Kairui Li

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Abstract

This paper presents the research on mechanism of dynamic size effect on rock mass strength based on structural hierarchy. Relaxation model of Maxwell type for rock mass is used to obtain the relationship between strength, sample size and strain rate. This model is used to analyse the experimentally observed laws of dynamic size effect on rock mass strength. It is shown that because of the finiteness of crack propagation velocity, when the strain rate is well above certain characteristic strain rate, dynamic loading process takes predominant role. The stresses in sample have not enough time to relax completely. The larger the sample size is, the more time is required for cracks to propagate through the sample, and the higher the applied stresses are before the macro-fractures of samples occur. On the other hand because of the static size effect the higher dynamically applied stresses will initiate the cracking at smaller scale levels of rock sample, and the fragment size is smaller. The developed model succeeded in explaining the main features of dynamic and static size effect and the apparent controversy in experimental data, and in predicting the dynamic fragmentation size, the characteristic transition strain rate and characteristic sample size.

Original languageEnglish
Pages (from-to)1-7
JournalInternational Journal of Impact Engineering
Volume68
DOIs
Publication statusPublished - 1 Jun 2014

Keywords

  • Rock mass strength
  • Dynamic size effect
  • Static size effect
  • Structural hierarchy

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