<p>This paper considers a method for determining the deformation modulus of block rock masses, weakened by a system of mutually orthogonal joints, by means of the deformation curve under single axis compression.</p>

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Considering the Deformation Nonlinearity of Rock Mass Weakened by a System of Mutually Orthogonal Joints

  • M. G. Zertsalov,
  • K. E. Minin

摘要

This paper considers a method for determining the deformation modulus of block rock masses, weakened by a system of mutually orthogonal joints, by means of the deformation curve under single axis compression.