The invention relates to the field of
geotechnical engineering, and discloses a self-stress anchor rod failure evolution
simulation method for jointed rock
mass bolting-grouting reinforcement, which comprises the following steps: S1, constructing a three-dimensional rock
mass model containing a joint structure in an FLAC3D platform, and defining
joint surface space distribution and geometric parameters; s2, a
bolting-grouting structure is introduced into the three-dimensional rock
mass model, an anchor rod, a grouting body and the contact relation between the anchor rod and the grouting body and the rock mass are set, and an anchor rod load
transfer model is established; s3, a loading path is set,
displacement control is adopted as a loading mode, and a certain included angle is formed between the loading direction and the
joint surface; and S4, establishing a numerical model in FLAC3D, performing grid division, and setting a rock mass material constitutive model and contact surface parameters. By accurately controlling the loading direction and the loading angle in
simulation and analyzing the change influence of different loading paths on the failure mode of the
bolting-grouting structure, the problem that the traditional
simulation method neglects the change of the failure mode under different loading conditions is solved.