Walls reinforced with fiber reinforced plastic geogrids in Japan

Geosynthetics International

Volumn 3, Issue 1, 1996, Pages 1-11

  Miyata, K ^a  

^a SHIMIZU CORPORATION   (Japan)

Author keywords

Fiber reinforced plastic geogrid; Finite element method; Full scale tests; Geosynthetic; Reinforced soil; Retaining wall

Indexed keywords

CONSTRUCTION; DEFORMATION; FIBER REINFORCED PLASTICS; FINITE ELEMENT METHOD; MATERIALS TESTING; SOILS; STIFFNESS; TENSILE STRENGTH;

FULL SCALE TESTS; GEOGRIDS; GEOSYNTHETIC MATERIALS; REINFORCED SOILS;

RETAINING WALLS;

GEOGRID; GEOSYNTHETIC; GEOSYNTHETICS; RETAINING WALL;

COMPOSITES, FIBRE-REINFORCED; GEOSYNTHETICS;

EID: 0030464878     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.3.0050     Document Type: Article

References (3)

1. Kawasaki, H., Hirai, T., Yokoyama, K. and Miyata, K., 1990, "Analytical Study upon Reinforced Embankment Stability by Geotextile with High Tensile Stiffness", Proceedings of the Fifth Geotextile Symposium, JCIGS, Tokyo, Japan, December 1990, pp. 39-45. (in Japanese)
2. Hirai, T. and Kawasaki, H., 1991, "On-Site Tests and Analyses of GRS Retaining Walls Using FRP Geogrid", The Foundation Engineering & Equipment Journal, Vol. 19, No. 11, pp. 97-102. (in Japanese)
3. Public Works Research Institute, 1993, "Civil Engineering Materials for FRP Geogrid Reinforced Embankments, No. 0502", pp. 23-32. (in Japanese)