Landslide Risk Analysis using a New Constitutive Relationship for Granular Flow

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Landslide Risk Analysis using a New Constitutive Relationship for Granular Flow

In this study, landslide potential is investigated, using a new constitutive relationship for granular flow in a numerical model. Unique to this study is an original relationship between soil moisture and the inertial number for soil particles. This numerical model can be applied to arbitrary soil s...

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Bibliographic Details
Main Authors:	Ren, Diandong, Leslie, L., Karoly, D.
Format:	Journal Article
Published:	American Geophysical Union 2008
Subjects:	Landslide Granular flow rheology Global warming
Online Access:	http://journals.ametsoc.org/doi/abs/10.1175/2007EI237.1 http://hdl.handle.net/20.500.11937/37894

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