Effects of preloading and prestressing on the strength and stiffness of geosynthetic-reinforced clay in plane strain compression

Geosynthetics International

Volumn 8, Issue 5, 2001, Pages 393-442

  Roh, H S ^a   Tatsuoka, F ^b  

^a Korea Highway Research Center   (South Korea)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Geosynthetic reinforced saturated clay; Initial stiffness; Plane strain compression test; Preloading; Prestressing; Shear strength; Undrained shearing

Indexed keywords

CLAY; COMPUTER SIMULATION; STIFFNESS; YIELD STRESS;

STRAIN COMPRESSION;

GEOSYNTHETIC MATERIALS;

GEOSYNTHETICS; PLANE STRAIN; PRELOADING; SOFT CLAY; STIFFNESS; STRENGTH;

GEOSYNTHETICS; SOIL REINFORCEMENT; STIFFNESS; STRENGTH; STRESS-STRAIN PROPERTY; TESTING;

EID: 0035729128     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.8.0201     Document Type: Article

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