A nonlinear model for the seismic response analysis of geosynthetic-reinforced soil structures

Geosynthetics International

Volumn 5, Issue 1-2, 1998, Pages 167-201

  Carotti, A ^a   Rimoldi, P ^b  

^a POLITECNICO DI MILANO   (Italy)

^b TENAX SpA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; FRICTION; GEOTEXTILES; LINEARIZATION; MATHEMATICAL MODELS; MODAL ANALYSIS; REINFORCEMENT; RETAINING WALLS; SOILS; STIFFNESS;

GEOGRID; GEOSYNTHETIC REINFORCED SOIL STRUCTURES; SEISMIC EFFECTS; SEISMIC RESPONSE ANALYSIS; SOIL GEOGRID INTERACTION;

DYNAMIC RESPONSE;

GEOSYNTHETIC; NUMERICAL MODEL; REINFORCED SOIL; SEISMIC RESPONSE;

GEOSYNTHETICS; GEOTEXTILES, WALL-REINFORCEMENT; MATHEMATICAL MODELS;

EID: 0031722970     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.5.0118     Document Type: Article

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