MODELING LANDSLIDE AND DEBRIS-FLOW MOTION: CONFRONTING THE DIRTY LITTLE SECRET
In an effort to seamlessly simulate landslide and debris-flow evolution from static to dynamic states, without invoking changes in parameter values, we have developed a model that includes feedback resulting from interaction between downslope motion and evolution of porosity and pore-fluid pressure. Such feedback allows an infinitesimal force imbalance to evolve naturally toward a larger one -- or to a newly balanced state -- thereby eliminating the need to use unrealistic initial conditions or parameter values. Our depth-integrated one-dimensional model includes four coupled differential equations describing spatial and temporal evolution of the mass thickness h, depth-averaged downslope velocity v, depth-averaged solid volume fraction m, and basal pore-fluid pressure p. All of the evolution equations include terms that contain the local, depth-averaged dilation rate, D = (h/m)(dm/dt), which in turn depends on v and the evolving dilatancy angle and effective stress. At steady state the dilatancy angle is zero, D is zero, p is hydrostatic, and m is equilibrated to v and the effective stress. True steady states are unlikely to occur in nature, but our numerical results demonstrate that coevolution of h, v, m, and p can lead to stable transient states similar to those measured in reproducible experiments at the USGS debris-flow flume.