Evaluation of Long-Term Performance of Geostrip Reinforcements Considering Deformation Behaviors

변형거동을 고려한 지오스트립 보강재의 장기성능 평가

  • 전한용 (인하대학교 나노시스템공학부) ;
  • 정연인 (계명대학교 토목공학과)
  • Published : 2006.08.01

Abstract

Strain compatibility was applied to examine the limit of long-term allowable strength determination for geostrip as geosynthetic reinforcement. Creep test was performed for geostrip reinforcements according to SIM(step isothermal method) to obtain isochronous curve. Through the isochronous curve of geostrip reinforcements, the long-term allowable tensile properties of geostrip reinforcements was interpreted and analyzed.

Keywords

References

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