Landslide risk analysis using a new constitutive relationship for granular flow

Earth Interactions

Volumn 12, Issue 4, 2010, Pages 1-16

  Ren, Diandong ^a   Leslie, Lance M ^a   Karoly, David ^b  

^a UNIVERSITY OF OKLAHOMA   (United States)

^b UNIVERSITY OF MELBOURNE   (Australia)

Author keywords

Global warming; Granular flow rheology; Landslide

Indexed keywords

CLAY; CONFINED FLOW; DISASTERS; GLOBAL WARMING; LANDSLIDES; NUMERICAL MODELS; RISK ANALYSIS; RISK ASSESSMENT; SOIL MOISTURE; VEGETATION; VELOCITY;

CONSTITUTIVE RELATIONSHIPS; GRANULAR FLOWS; LANDSLIDE RISK ANALYSIS; NATURAL DISASTERS; PYROCLASTIC FLOWS; SATURATED SOILS; SLAB THICKNESS; VEGETATION ROOTS;

GRANULAR MATERIALS;

EID: 65649091931     PISSN: 10873562     EISSN: 10873562     Source Type: Journal    
DOI: 10.1175/2007EI237.1     Document Type: Article

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