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This section discusses the models for rock failure.
A new empirical model to predict runup levels was developed based on an existing model for rock revetments.
The DLSM is a newly developed numerical model for rock dynamics problems, i.e., dynamic failure and wave propagation.
In particular, new models for rock dilatancy can help to improve the applicability of plastic constitutive models as a predictive tool for excavation design.
This optimisation technique is independent of the material model and can be easily applied to any material model for rock and bolts.
This technique uses the bonded particle model for rock to represent intact material and the smooth-joint contact model (SJM) to represent the in situ joint network.
At the broadest (regional) scale of analysis, combinations of sediment composition, surface bedform, temperature, and density of worm tubes provided the best model for rock sole density.
Based on this, the calculation of digital camera calibration were obtained and used to calibrate the physical model for rock mass undergoing the changing mining process.
