Piles in liquefiable soils: Seismic analysis and design issues

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 9-12, 2002, Pages 731-742

  Finn, W D L ^a   Fujita, N ^a  

^a KAGAWA UNIVERSITY   (Japan)

Author keywords

Centrifuge tests; Lateral spreading; Liquefaction; Piles; Seismic response

Indexed keywords

APARTMENT HOUSES; LAND RECLAMATION; PILES; PORE PRESSURE; REINFORCED CONCRETE; SOILS;

SEISMIC ANALYSIS;

SEISMOLOGY;

EARTHQUAKE ENGINEERING; FOUNDATION; LIQUEFACTION; PILE; SEISMIC DESIGN;

EID: 0036817340     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00094-5     Document Type: Article

References (21)

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21. Abdoun T. Visualization of the seismic response of soil systems accepted. Proceedings of the International Conference on Physical Modeling in Geotechnics, St Johns, Newfoundland, Canada; July 2002. Fig. 29. Displacements induced bending moments along the pile in liquefied ground after the earthquake.