Interpretation of Stress Crack Resistance of Damaged Geomembranes

손상된 지오멤브레인의 응력균열 저항성 해석

  • 전한용 (인하대학교 나노시스템공학부) ;
  • ;
  • 장연수 (인하대학교대학원 섬유신소재 공학과)
  • Published : 2010.03.25

Abstract

HDPE smooth and textured GMs were cut into dumbbell shape and notched where depth of the notch produced a ligament thickness of 90% to 10% of the nominal thickness of the specimen at 10% interval. Yield stress and elongation were measured of those samples and plotted on Graph. Yield stress and elongation at yield point decreases gradually as the notch depth is increased. Both installations damaged and notched GMs were used to understand stress crack behavior. Intact sample were notched in such a manner that the depth of notch produced a ligament thickness of 80% of the nominal thickness of the specimen. Installation damaged samples were not notched. Stress Crack Resistance behavior was observed using NCTL Test at $50{\pm}1^{\circ}C$ at different yield stresses immerging with pH 4 and pH 12 buffer solutions. Significant difference was observed in both cases.

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