滑坡稳定性分析(9)

Continuum modelling

Continuum modeling is best suited for the analysis of slopes that are comprised of massive, intact rock, weak rocks, and soil-like or heavily jointed rock masses. Discontinuum modeling is appropriate for slopes controlled by discontinuity behaviour.

Critical Parameters: shear strength of material, constitutive criteria, water condition, insitu stress state

Advantages: Allows for material deformation and failure, model complex behaviour, pore pressures, creep deformation and/or dynamic loading can be simulated

Limitations: inability to model effects of highly jointed rock

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