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Published byVernon Harrison Modified over 9 years ago
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Going Forward: What Can We Do? Limit Equilibrium Analysis of Slopes
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Can We Improve Characterization? Can we measure the inputs needed for numerical modelling? Better characterize fracture networks, joint stiffness and strength Can we keep better records? Organized, well-kept, electronic records/data
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Can We Improve Brittle Rock Modelling? Common in many rock engineering situations
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Can We Improve Brittle Rock Modelling? Can we better model range of brittle fracture behaviours? Brittle failure initiation Propagation of fractures after initiation Behaviour after failure – spalling, buckling, etc. Potential of application of discontinuous numerical methods Development of improved constitutive models
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Can We Better Apply Numerical Tools? Can we progress towards quantitative predictions? Field measurements + back-analysis for in situ properties Can we determine how efficient our designs are? Field measurements and monitoring in order to assess by how much we over-design
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Can We Better Capture Variability? Modelling of uncertainty and spatial variability? Application of Conventional statistical approaches Case I FS = 1.35, PF = 11.4% Case II FS = 1.12, PF = 0.71%
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Can We Better Capture Variability? Application of Geostatistics/Random Field Theory – resolution of tension between using ‘averaged’ values and ‘discrete’ values at different locations Risk management techniques
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Can We Better Capture Variability? Factors of safety – ranged from 0.95 to 2.1
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Thoughts on Implications of DFNs Need for multiple realizations Appropriately scaled block properties
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Thoughts? Ideas? Questions?
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