Influence of creep and stress-relaxation of geosynthetic reinforcement on embankment behaviour

Geosynthetics International

Volumn 8, Issue 3, 2001, Pages 233-270

  Li, A L ^a   Rowe, R K ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Creep; Geosynthetic reinforcement; Reinforced embankment; Soft soil; Stability; Viscoelasticity

Indexed keywords

CREEP; EMBANKMENTS; POLYESTERS; POLYETHYLENES; POLYPROPYLENES; SHEAR DEFORMATION; STRESS RELAXATION; VISCOELASTICITY;

GEOSYNTHETIC REINFORCEMENTS;

GEOSYNTHETIC MATERIALS;

CREEP; EMBANKMENT; GEOSYNCLINE; REINFORCED EARTH; STRESS CHANGE;

CIVIL ENGINEERING; GEOSYNTHETICS; TESTING;

EID: 0034755897     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.8.0194     Document Type: Article

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