Wave propagation and strain localization in a fully saturated softening porous medium under the non‐isothermal conditions. (10th February 2016)

• Record Type: Journal Article
• Authors: Na, SeonHong; Sun, WaiChing
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 40:Number 10(2016)
• Page Start: 1485
• Page End: 1510
• Publication Date: 2016-02-10
• Subjects: thermo‐hydro‐mechanics -- dynamic wave propagation -- stability, dispersion -- internal length scale -- bifurcation; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2505
• Languages: English
• ISSNs: 0363-9061

Abstract

Summary: The (THM) coupling effects on the dynamic wave propagation and strain localization in a fully saturated softening porous medium are analyzed. The characteristic polynomial corresponding to the governing equations of the THM system is derived, and the stability analysis is conducted to determine the necessary conditions for stability in both non‐isothermal and adiabatic cases. The result from the dispersion analysis based on the Abel–Ruffini theorem reveals that the roots of the characteristic polynomial for the THM problem cannot be expressed algebraically. Meanwhile, the dispersion analysis on the adiabatic case leads to a new analytical expression of the internal length scale. Our limit analysis on the phase velocity for the non‐isothermal case indicates that the internal length scale for the non‐isothermal THM system may vanish at the short wavelength limit. This result leads to the conclusion that the rate‐dependence introduced by multiphysical coupling may not regularize the THM governing equations when softening occurs. Numerical experiments are used to verify the results from the stability and dispersion analyses. Copyright © 2016 John Wiley & Sons, Ltd.