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ISM-based Lean Model and UNIDO ACMA Model approaches are almost similar.
However, current model approaches are mostly restricted to low resolution in means of space, species and complexity.
For further optimization two model approaches are investigated: the finite element method and a discrete lumped parameter model.
The generally good agreement between simulated and measured THM data shows that adopted continuum model approaches are adequate for simulating relevant coupled THM processes at the DST.
Physical-based model approaches are developed by considering the physical features of slopes including local topographic, geologic and soil parameters as well as triggering rainfall conditions, such as rainfall intensity and duration, related to landslide stability.
Specific mechanisms of cyclic plastic deformation in shear bands and deformation-induced martensitic phase transformation – as documented by experimental results and based on well-known model approaches – are defined and implemented into the simulation.
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Mixed linear model approaches were used for statistical analysis.
The use of the road network for pedestrian tracking, enabling multiple model approaches is novel.
Reliabilities calculated by the marker-based model and the equivalent model approaches were equal within the numerical rounding error.
The Stakeholder analysis approach and Governance model approach are applied.
The input stress magnitudes of our model approach are shown in Figure 2b (see Chapter 3.3).
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