Interference effect of shallow foundations constructed on sand reinforced with geosynthetics

Geotextiles and Geomembranes

Volumn 26, Issue 5, 2008, Pages 404-415

  Ghazavi, Mahmoud ^a   Lavasan, Arash Alimardani ^a  

^a K N TOOSI UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Bearing capacity; Footing interference; Sand; Shallow foundation; Soil reinforcement

Indexed keywords

BEARINGS (STRUCTURAL); REINFORCEMENT; SHEAR STRAIN; SOILS; WELDS;

DESIGN CHARTS; FOOTING INTERFERENCE; GEO GRID; GEOGRID LAYERS; GEOSYNTHETICS; INTERFERENCE EFFECTS; MAXIMUM BEARING CAPACITY; MOHR-COULOMB CRITERION; NON-ASSOCIATED FLOW RULE; NUMERICA L RESULTS; PARAMETRIC STUDIES; REINFORCEMENT LAYERS; SAND; SANDY SOILS; SHALLOW FOUNDATION; SHALLOW FOUNDATIONS; SOIL REINFORCEMENT; SQUARE FOOTINGS;

BEARING CAPACITY;

BEARING CAPACITY; COULOMB CRITERION; FOUNDATION; GEOSYNTHETICS; MOHR THEORY; NUMERICAL METHOD; REINFORCED EARTH; SHEAR STRAIN; SOIL REINFORCEMENT;

FAILURE ANALYSIS; GEOGRID; MATHEMATICAL ANALYSIS; SOIL REINFORCEMENT;

EID: 50049118857     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2008.02.003     Document Type: Article

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