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Steady and intermittent slipping in a model of landslide motion regulated by pore-pressure feedback

December 19, 2008

This paper studies a parsimonious model of landslide motion, which consists of the one-dimensional diffusion equation (for pore pressure) coupled through a boundary condition to a first-order ODE (Newton's second law). Velocity weakening of sliding friction gives rise to nonlinearity in the model. Analysis shows that solutions of the model equations exhibit a subcritical Hopf bifurcation in which stable, steady sliding can transition to cyclical, stick-slip motion. Numerical computations confirm the analytical predictions of the parameter values at which bifurcation occurs. The existence of stick-slip behavior in part of the parameter space is particularly noteworthy because, unlike stick-slip behavior in classical models, here it arises in the absence of a reversible (elastic) driving force. Instead, the driving force is static (gravitational), mediated by the effects of pore-pressure diffusion on frictional resistance.

Publication Year 2008
Title Steady and intermittent slipping in a model of landslide motion regulated by pore-pressure feedback
DOI 10.1137/07070704X
Authors David G. Schaeffer, Richard M. Iverson
Publication Type Article
Publication Subtype Journal Article
Series Title SIAM Journal on Applied Mathematics
Index ID 70198280
Record Source USGS Publications Warehouse
USGS Organization Volcano Hazards Program; Volcano Science Center