1-D analytical solution for extensible and inextensible soil/rock reinforcement in pull-out tests

Geotextiles and Geomembranes

Volumn 19, Issue 4, 2001, Pages 195-212

  Gurung, N ^a  

^a QUEENSLAND UNIVERSITY OF TECHNOLOGY   (Australia)

Author keywords

Deformation; Geosynthetics; Pull out test; Reinforcement; Rock mass; Rock bolt; Soil

Indexed keywords

FINITE ELEMENT METHOD; REINFORCEMENT; ROCKS; SOILS; TENSILE STRENGTH;

GAUSS-SEIDEL ITERATIONS;

GEOTEXTILES;

GEOSYNTHETICS; PULLOUT TEST; REINFORCEMENT;

CIVIL ENGINEERING; GEOSYNTHETICS; TESTING;

EID: 0035340361     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00008-5     Document Type: Article

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