Abstract
The dynamic stability issue of consequent rock slopes has been paid wide attention by scholars both at home and abroad, because this kind of slope is more likely to form a buckling failure under seismic loading. In this paper, in-depth researches focused on the dynamic stability problem of consequent rock slope have been launched by using the FLAC3D software. The numerical analysis is performed based on the slope model test of key laboratory of engineering geomechanics (EGL). The simulation and experimental results are in good agreement, which verifies that it is feasible to analyze the slope dynamic stability problem by using FLAC3D. Finally, the dynamic response characteristics of consequent rock slope are obtained through compare analysis of the test results and the results of numerical analysis.
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