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Elastic Modulus and Strength of Rock-Like Material with Locked-In Stress

Author

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  • Hansheng Geng
  • Hongfa Xu
  • Lei Gao
  • Ling Chen
  • Bo Wang
  • Xiao Zhao

Abstract

Locked-in stress is a special stress objectively existing in the rock which has an important influence on the mechanical properties. However, there were few studies on the locked-in stress in rocks. The locked-in stress was simplified into spherical inclusions of stress. Based on the Eshelby inclusion theory, the influence equation of the locked-in stress on the elastic modulus of the rock is derived. Through experiment, the expression of elastic modulus of rock-like material with locked-in stress based on M-T method is determined. Based on Mohr-Coulomb criterion and effective stress principle, the equations for the influence of locked-in stress on strength of rock-like material under uniaxial and conventional triaxial conditions were deduced. Through experimental verification, an empirical formula for the strength of rock-like material containing locked-in stress is obtained. This article provided a method for further studying of the locked-in stress in rock-like material and has certain reference value.

Suggested Citation

  • Hansheng Geng & Hongfa Xu & Lei Gao & Ling Chen & Bo Wang & Xiao Zhao, 2018. "Elastic Modulus and Strength of Rock-Like Material with Locked-In Stress," Mathematical Problems in Engineering, Hindawi, vol. 2018, pages 1-17, October.
    • Handle: RePEc:hin:jnlmpe:5320906
    DOI: 10.1155/2018/5320906
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