Seismic response of saturated cohesionless slopes

Soil Dynamics and Earthquake Engineering

Volumn 20, Issue 1-4, 2000, Pages 209-215

  Biondi, G ^a   Cascone, E ^a   Maugeri, M ^a   Motta, E ^a  

^a UNIVERSITY OF CATANIA   (Italy)

Author keywords

Displacement analysis; Saturated cohesionless soil; Seismic induced pore pressure; Seismic slope stability

Indexed keywords

CONFERENCE PROCEEDING; EARTHQUAKE; SEISMIC RESPONSE; SLOPE DYNAMICS; SLOPE STABILITY;

PORE PRESSURE; PRESSURE EFFECTS; SOIL MECHANICS;

SATURATED COHESIONLESS SLOPES;

SEISMOLOGY;

EID: 0034351287     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00051-8     Document Type: Article

References (7)

1. Effect of earthquakes on dams and embankement. The Rankine lecture
2. Analytical relationship for earthquake induced pore pressure in sand, clay and silt
3. Permanent strain and pore pressure relations for cyclic loading of sand
4. Sand liquefaction in large-scale simple shear test
5. Analysis of liquefaction: Empirical approach
6. Simplified procedures for evaluating soil liquefaction potential