Key elements in continuum models Sample Clauses

Key elements in continuum models for the analysis of rainfall-induced landslides Model requirements can also be formulated from the point of view of landslide types. Modelling first-time failures or reactivated landslides requires different code components. In shallow landslides the unsaturated zone is most often of particular importance while the groundwater table often reaches the ground surface for many deep-seated landslides. Hydromechanical couplings may be less important in granular soils than in fine-grained soils, depending on their tendency to contract upon wetting. Table 1 summarizes the various model components and their relative importance with respect to the modelling of shallow or deep- seated landslides. Shallow landslides are divided into those which take place in dense or medium dense granular soils and those which take place in fine-grained or collapsible soils. Slow moving, creeping landslides are distinguished from landslides with display common rapid reactivation phases. A legend for Table 1 is given beforehand which enables to understand its lecture. Legend of Table 1: 0: not required or not always necessary 1: necessary component a: basic requirement b: key requirement 2: sufficient in some cases 3: insufficient
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