Size Effect Analysis for the Characterization of Marcellus Shale Quasi-brittle Fracture Properties

Weixin Li, Zhefei Jin, Gianluca Cusatis*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

31 Scopus citations

Abstract

The fracture characterization of shale rocks requires understanding the scaling of the measured properties to enable the extrapolation from small-scale laboratory tests to field applications. In this study, the fracture properties of Marcellus shale were obtained through size effect tests. Fracture tests were conducted on three-point-bending specimens with increasing size. The test results show that the nominal strength decreases with increasing specimen size and it can be fitted well by Bažant’s size effect law. This demonstrates that shale fracture behavior deviates from classical linear elastic fracture mechanics (LEFM), and it has quasi-brittle characteristics. This implies, in turn, that the fracture toughness (or fracture energy) computed according to LEFM is size-dependent and, in general, cannot be considered a material property. Furthermore, the size effect analysis allows one to accurately identify the quasi-brittle fracture properties, namely the initial fracture energy and the effective fracture process zone length. A significant anisotropy was observed in the fracture properties determined with three principal notch orientations.

Original languageEnglish (US)
Pages (from-to)1-18
Number of pages18
JournalRock Mechanics and Rock Engineering
Volume52
Issue number1
DOIs
StatePublished - Jan 1 2019

Keywords

  • Fracture energy
  • Fracture process zone
  • Fracture toughness
  • Marcellus shale
  • Quasi-brittle
  • Size effect

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology
  • Geology

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