Publication | Open Access
Long runout landslides: The role of frictional heating and hydraulic diffusivity
156
Citations
15
References
2007
Year
Rock SlideEngineeringRock SlopeGeomorphologyNatural LandslidesEarth FlowSocial SciencesGeotechnical EngineeringSlope StabilityLandslide RiskSlide VolumeGeographyEngineering GeologyFrictional HeatingUnsaturated Soil MechanicsRock PropertiesPorothermoelasticityHydraulic DiffusivityStructural GeologyMass MovementCivil EngineeringGeomechanicsSubmarine LandslideCurious BehaviorRock MechanicsRunout Landslides
Natural landslides often exhibit surprisingly large travel distances, and an unexplained decrease in apparent friction coefficient H / L (where H is the drop height and L the travel distance) with increasing slide volume, V . This manuscript investigates a thermo‐poro‐elastic mechanism operating at the base of landslides that may explain this curious behavior. Simulation results indicate that frictional heating at the shear zone at the base of a landslide, elevates pore fluid pressure and reduces friction, resulting in large sliding velocities and distances. Depth‐dependent permeability controls pore pressure diffusion rates from the shear zone, allowing larger slides to maintain high pore pressure for longer times, thus resulting in lower H / L . The numerically obtained relation between V and H / L , agrees with field data of subaerial landslides.
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