A novel whole-process analysis method for fractured rock slopes

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Aims: The project aims to develop a discontinuous deformation and displacement analysis method to study the jointed rock slope instability. Significance: The proposed method verified by experimental tests will be inherit the advantages of finite element method and discontinuous deformation analysis and is able to provide an entire and unified description of rock deformation and failure. Expected Outcomes: The results of this integrated study will provide a new method for engineers who wish to characterise and predict the stability of rock/tunnel slopes in Australia and worldwide. Benefits: Australian society will benefit from new tools to facilitate more reliable assessment of risks associated with instability in rock slopes.