Evaluation of slope stability by finite element method using observed displacement of landslide

Landslides

Volumn 9, Issue 3, 2012, Pages 335-348

  Ishii, Yasuo ^a   Ota, Keiichi ^b   Kuraoka, Senro ^b   Tsunaki, Ryosuke ^c  

^a PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

^b NIPPON KOEI CO   (Japan)

^c Sabo Technical Center   (Japan)

Author keywords

Field test; Finite element method; Landslide; Safety factor

Indexed keywords

DRIVING FORCES; ELASTO-VISCOPLASTIC MODELS; FIELD TEST; FINITE ELEMENT MODEL ANALYSIS; JOINT ELEMENT; LAND DEFORMATION; LANDSLIDE MASS; LIMIT EQUILIBRIUM; LIMIT EQUILIBRIUM METHODS; RESISTING FORCES; SHEAR STRENGTH PARAMETERS; SHEAR STRENGTH REDUCTION; SIMPLE METHOD; SLIDING SURFACE; STABILITY INDICES;

FINITE ELEMENT METHOD; LANDSLIDES; SAFETY FACTOR; TWO DIMENSIONAL;

SLOPE PROTECTION;

FINITE ELEMENT METHOD; LANDSLIDE; NUMERICAL MODEL; RISK ASSESSMENT; SHEAR STRENGTH; SLOPE FAILURE; SLOPE STABILITY; TWO-DIMENSIONAL MODELING;

EID: 84865827641     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-011-0303-7     Document Type: Article

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