Circular footings resting on geotextile-reinforced sand bed

Geotextiles and Geomembranes

Volumn 25, Issue 6, 2007, Pages 377-384

  Basudhar, P K ^a   Saha, Santanu ^a   Deb, Kousik ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

Circular footings; Equivalent secant modulus (Eq); FLAC; Geotextile; Homogenization

Indexed keywords

GEOTEXTILES; LOAD TESTING; NUMERICAL ANALYSIS; REINFORCEMENT; SAND; SETTLEMENT OF STRUCTURES; SOIL MECHANICS;

CIRCULAR FOOTINGS; EQUIVALENT SECANT MODULUS; HOMOGENIZATION;

FOUNDATIONS;

DENSITY; EXPERIMENTAL STUDY; FOOTING; GEOTEXTILE; REINFORCED EARTH; SAND; SOIL REINFORCEMENT;

DENSITY; MATHEMATICAL ANALYSIS; SOIL BURIAL TEST; SOIL REINFORCEMENT;

EID: 35848930588     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2006.09.003     Document Type: Article

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