Experimental and numerical behavior of shallow foundations on sand reinforced with geogrid and grid anchor under cyclic loading

Scientia Iranica

Volumn 17, Issue 1 A, 2010, Pages 1-10

  Hataf, N ^a   Boushehrian, A H ^a   Ghahramani, A ^a  

^a SHIRAZ UNIVERSITY   (Iran)

Author keywords

Cyclic loading; Geogrid; Grid anchor; Reinforced soil; Shallow footing

Indexed keywords

CYCLIC LOADS; GEOSYNTHETIC MATERIALS; INFORMATION DISSEMINATION; PETROLEUM RESERVOIR ENGINEERING; PETROLEUM RESERVOIRS; REINFORCEMENT; SOFTWARE TESTING; SOIL TESTING;

3-D FINITE ELEMENTS; DIFFERENT PROPORTIONS; ENGINEERING PROPERTIES; GEOGRIDS; PERMANENT SETTLEMENTS; REINFORCED SOIL; SHALLOW FOOTING; SHALLOW FOUNDATIONS;

FOUNDATIONS;

CYCLIC LOADING; EMBANKMENT; FINITE ELEMENT METHOD; FOUNDATION; GEOSYNTHETICS; NUMERICAL MODEL; REINFORCED EARTH; SAND; SOFTWARE; SOIL-STRUCTURE INTERACTION; STATIC RESPONSE; THREE-DIMENSIONAL MODELING;

EID: 77949744428     PISSN: 10263098     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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