A model for grain-crushing-induced landslides-Application to Nikawa, Kobe 1995

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 9, 2007, Pages 803-817

  Gerolymos, Nikos ^a   Gazetas, George ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Excess pore water pressure; Grain crushing; Landslide evolution; Nikawa landslide; Particle breakage; Seismic triggering

Indexed keywords

COMPRESSIVE STRESS; CONSTITUTIVE MODELS; PORE PRESSURE; SEISMIC RESPONSE; SENSITIVITY ANALYSIS; SHEAR BANDS; SOIL LIQUEFACTION; STRESS-STRAIN CURVES;

GRAIN CRUSHING; PARTICLE BREAKAGE; SLIDING-SURFACE LIQUEFACTION;

LANDSLIDES;

CYCLIC LOADING; DEFORMATION MECHANISM; DISPLACEMENT; DYNAMIC ANALYSIS; LANDSLIDE; LIQUEFACTION; PORE PRESSURE; POREWATER; RIGIDITY; SENSITIVITY ANALYSIS; SHEAR; SLIDING; STRESS-STRAIN RELATIONSHIP;

ASIA; EURASIA; FAR EAST; HONSHU; HYOGO; JAPAN; KINKI; KOBE;

EID: 34247159465     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.01.003     Document Type: Article

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