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Analytic solutions for effective elastic moduli of isotropic solids containing oblate spheroid pores with critical porosity

  • Zhaoyun Zong*
  • , Fubin Chen
  • , Xingyao Yin
  • , Reza Rezaee
  • , Théo Le Gallais
  • *Corresponding author for this work
  • China University of Petroleum (East China)
  • Laoshan Laboratory
  • Curtin University

Research output: Contribution to journalArticlepeer-review

Abstract

Accurate characterization for effective elastic moduli of porous solids is crucial for better understanding their mechanical behaviour and wave propagation, which has found many applications in the fields of engineering, rock physics and exploration geophysics. We choose the spheroids with different aspect ratios to describe the various pore geometries in porous solids. The approximate equations for compressibility and shear compliance of spheroid pores and differential effective medium theory constrained by critical porosity are used to derive the asymptotic solutions for effective elastic moduli of the solids containing randomly oriented spheroids. The critical porosity in the new asymptotic solutions can be flexibly adjusted according to the elastic moduli – porosity relation of a real solid, thus extending the application of classic David-Zimmerman model because it simply assumes the critical porosity is one. The asymptotic solutions are valid for the solids containing crack-like oblate spheroids with aspect ratio (Formula presented.) < 0.3, nearly spherical pores (0.7 < (Formula presented.) < 1.3) and needle-like prolate pores with (Formula presented.) > 3, instead of just valid in the limiting cases, for example perfectly spherical pores ((Formula presented.) = 1) and infinite thin cracks ((Formula presented.) 0). The modelling results also show that the accuracies of asymptotic solutions are weakly affected by the critical porosity (Formula presented.) and grain Poisson's ratio (Formula presented.), although the elastic moduli have appreciable dependency of (Formula presented.) and (Formula presented.). We then use the approximate equations for pore compressibility and shear compliance as inputs into the Mori–Tanaka and Kuster–Toksoz theories and compare their calculations to our results from differential effective medium theory. By comparing the published laboratory measurements with modelled results, we validate our asymptotic solutions for effective elastic moduli.

Original languageEnglish
Pages (from-to)3230-3246
Number of pages17
JournalGeophysical Prospecting
Volume72
Issue number9
Early online dateSept 2024
DOIs
Publication statusPublished - Nov 2024
Externally publishedYes

Keywords

  • critical porosity
  • differential effective medium theory
  • rock physics

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