Study on a nonlinear shear damage constitutive of structural plane and application of discrete element

Abstract

The nonlinear constitutive model of the structural plane is very important for the stability evaluation of the geotechnical engineering, and is also the key to the accuracy of the numerical analysis. In this paper, the shear tests are carried out under different roughness and normal stress, and the change laws of the mechanical properties are revealed under the influence of two factors. The relationship equations, with the normal stress (σn) and the roughness (JRC), are established for various mechanical parameters. Then, on the basis of the statistical damage mechanics, the shear damage nonlinear constitutive model is established, and the accuracy and practicability are verified by different shear test results. The empirical relationships are established for the model parameters (a and r) with the normal stress, roughness and rock wall strength (JCS), by the multi-factor optimization analysis method. Finally, the discrete element is selected, and the C++ is used to compile the running program of the constitutive model to realize numerical application. Different numerically simulated shear tests are carried out to verify the feasibility of the numerical application. The research results are beneficial for the stability evaluation in the geotechnical engineering.