Evaluation of Durability and Long-term Design Tensile Strength of Flexible Geogrids

연성 지오그리드의 내구성 및 장기설계인장강도 평가

  • 조삼덕 (한국건설기술연구원 토목연구부) ;
  • 김진만 (한국건설기술연구원 토목연구부) ;
  • 안주환 (한국건설기술연구원 토목연구부) ;
  • 전한용 (전남대학교 섬유공학과) ;
  • 조성호 ((주)삼양사 중앙연구소 섬유재료그룹)
  • Published : 1999.11.01

Abstract

Engineering properties of most polymers used in geosynthetics such as geogrid can be degraded by the chemical reaction (e.g., oxidization, ultraviolet rays, hydrolysis etc.), chemical and mechanical load, microorganism, and so on. In addition, polymer can be damaged by the compaction during construction, and the characteristic of tensile strength of polymer can be changed by the long-term creep effect. In this study, engineering properties of flexible geogrids which are manufactured by weaving/knitting the high-tenacity polymers such as polyester formed in a very open, grid-like configuration, coated with any one of a number of materials (e.g., PVC, latex, etc.), are investigated. Through the analysis of test results, the durability and the long-term design tensile strength of flexible geogrids are evaluated.

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