Effective stress analyses of liquefaction-induced deformation in river dikes

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 9-12, 2002, Pages 1075-1082

  Ozutsumi, O ^a   Sawada, S ^b   Iai, S ^c   Takeshima, Y ^b   Sugiyama, W ^a   Shimazu, T ^d  

^a Institute of Japanese Union of Scientists and Engineers   (Japan)

^b OYO CORPORATION   (Japan)

^c KYOTO UNIVERSITY   (Japan)

^d Taiseikisosekkei Corporation   (Japan)

Author keywords

Dikes; Effective stress analysis; Finite element method; Liquefaction; Settlement

Indexed keywords

DEFORMATION; EARTHQUAKES; LEVEES; LIQUEFACTION; RIVERS; SOIL STRUCTURE INTERACTIONS; STRESS ANALYSIS;

GEOTECHNICAL CONDITIONS;

SEISMOLOGY;

EARTHQUAKE DAMAGE; EFFECTIVE STRESS; GROUND SETTLEMENT; LEVEE; LIQUEFACTION; RIVER ENGINEERING; SEISMIC RESPONSE; STRESS ANALYSIS;

JAPAN;

EID: 2242451439     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00133-1     Document Type: Article

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