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...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
American Geophysical Union
2008
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| Subjects: | |
| Online Access: | http://journals.ametsoc.org/doi/abs/10.1175/2007EI237.1 http://hdl.handle.net/20.500.11937/37894 |