Lateral spreading forces on bridge piers and pile caps in laterally spreading soil: Effect of angle of incidence

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 12, 2010, Pages 1589-1599

  Knappett, J A ^a   Mohammadi, S ^b,c   Griffin, C ^a  

^a UNIVERSITY OF DUNDEE   (United Kingdom)

^b UTRECHT UNIVERSITY   (Netherlands)

^c UNIVERSITY OF TEHRAN   (Iran)

Author keywords

Bridge piers; Earthquakes; Lateral loads; Pile caps; Plastic analysis; Soil deformation

Indexed keywords

ANALYTICAL METHOD; ANGLE OF INCIDENCE; COHESIVE SOILS; EXPERIMENTAL MODELING; EXPERIMENTAL TEST; LATERAL LOADS; LATERAL SPREADING; LATERAL SPREADING FORCES; LATERALLY SPREADING SOILS; LOAD COMPONENTS; LOAD-DISPLACEMENT CURVE; LOAD-DISPLACEMENT DATA; PARTICLE IMAGE VELOCIMETRY ANALYSIS; PILE CAPS; PLASTIC ANALYSIS; PLASTICITY ANALYSIS; RADIAL SYMMETRYS; RETAINING STRUCTURE; SOIL DEFORMATION; SOIL STRUCTURE INTERFACE; STATIC CONDITIONS; ULTIMATE LOADS;

BRIDGE PIERS; DEFORMATION; EARTHQUAKES; FLOW VISUALIZATION; INCLUSIONS; KAOLIN; PILE DRIVING; PILES; SAFETY FACTOR; SOIL LIQUEFACTION; SOILS; VELOCITY MEASUREMENT;

LOADS (FORCES);

BRIDGE; COHESIVE SOIL; DEFORMATION; EARTHQUAKE; KAOLIN; LIQUEFACTION; LOADING; PILE; SHEAR STRESS; SOIL-STRUCTURE INTERACTION; STRUCTURAL COMPONENT;

EID: 78349247823     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000387     Document Type: Article

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