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The objective is to show that since rock masses are generally jointed, anisotropic and not homogenous, the accurate representation of the in-situ rock mass conditions is of paramount importance in rock mechanics modelling and design.
The talk will provide some guidelines on the numerical modelling of underground and surface excavations and will discuss why the choice of appropriate modelling methods (i.e. Continuum vs Discontinuum & 2D vs 3D) in simulating the behaviour of a rock mass and the elements used as rock reinforcement is a critical and extremely important decision that should be undertaken with careful consideration.
This event is being broadcast online. Please join the lecture 10 minutes before the start time of 6pm.
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