Evaluation of Long-Term Stability of Geogrids by Reduction Factors of Creep Deformation

크리프 변형 감소인자에 의한 지오그리드의 장기안정성 평가

  • 전한용 (전남대학교 응용화학공학부) ;
  • 목문성 (전남대학교 대학원 섬유공학과) ;
  • 이웅의 (광주여자대학교 패션디자인학과) ;
  • 변성원 (한국생산기술연구원 산업용섬유팀)
  • Published : 2004.02.01

Abstract

Long-term stability of two types of geogrids were evaluated. Membrane drawn type geogrid showed an exponential increase in strength on drawing, while textile type geogrid showed sigmoidal increase. Accelerated creep test was carried out for textile type geogrid but not for membrane drawn type geogrid because of its thermal property. Creep strain for membrane drawn type geogrid was larger than the ultimate tensile strain in tensile tests. Reduction factor from creep deformation of textile type geogrid was smaller than that of membrane type geogrid. From this result, it was seen that the textile type geogrid is more stable than membrane type geogrid in creep deformation.

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References

  1. Geosynthetics 97 Approaches for the Prediction of Long-Term Viscoelastic Properties of Geosynthetics from Short-Term Tests J.S.Thorton
  2. Geosynthetics 97 Prediction of Long-Term Strains of Geosynthetics from Accelerated-Creep Tests K.Farrag
  3. Geosynthetics 98 Conventional and Stepped Isothermal Methods for Characterizing Long Term Creep Strength of Polyester Geogrid J.S.Thorton
  4. Geosynthetics 99 The Relationship of Creep Curves to Rapid Loading Stress-Strain Curves for Polyester Geogrids J.S.Thorton;C.J.Sprague
  5. Geosynthetics 98 The Stepped Isothermal Method for Time-Temperature Superposition and Its Application to Creep Data on Polyester Yarn J.S.Thorton;S.R.Allen
  6. J. Korean Fiber Soc. v.40 Assessment of Frictional Properties of Geosynthetics Interface by Small Direct Shear Test H.Y.Jeon;K.Jung;C.G.Chung
  7. J. Korean Fiber Soc. v.40 Interpretation of Long-Term Deformation Behaviors of Geogrid by Short-Term Accelerated Creep Tests H.Y.Jeon;J.H.Kim
  8. J. Korean Fiber Soc. v.40 Manufacturing and Assessment of High Performance Geosynthetic Composite for Reinforcement H.Y.Jeon;G.R.Koemer