Settlement response of a multilayer geosynthetic-reinforced granular fill-soft soil system

Geosynthetics International

Volumn 12, Issue 6, 2005, Pages 288-298

  Deb, K ^a   Chandra, S ^a   Basudhar, P K ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

Compressibility; Equivalent depth; Geosynthetics; Non linear analysis; Reinforcement; Soft soil

Indexed keywords

BOUNDARY CONDITIONS; COMPRESSIBILITY; FINITE DIFFERENCE METHOD; GEOMEMBRANES; GRANULAR MATERIALS; ITERATIVE METHODS; NONLINEAR EQUATIONS; REINFORCEMENT; SETTLEMENT OF STRUCTURES; SOIL STRUCTURE INTERACTIONS;

GRANULAR FILL; SETTLEMENT RESPONSE; SOFT SOIL SYSTEM; STRIP FOOTING;

GEOSYNTHETIC MATERIALS;

GEOTEXTILE; GROUND SETTLEMENT;

EID: 31744452116     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2005.12.6.288     Document Type: Article

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