한국섬유공학회지 (Textile Science and Engineering)

  • 제46권3호
  • /
  • Pages.187-191
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  • 2009
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  • 1225-1089(pISSN)
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  • 2288-6419(eISSN)
한국섬유공학회 (The Korean Fiber Society)
권호 표지

토목섬유로 보강한 흙 시료의 일축 및 삼축 압축거동 해석

Interpretation of Uni-axial and Tri-axial Compressive Behaviors of Geotextiles Reinforced Soils

  • 김현중 (한국생산기술연구원 섬유융합연구부) ;
  • 김윤진 (인하대학교 대학원 섬유공학과) ;
  • 변성원 (한국생산기술연구원 경기기술지원본부) ;
  • 주창환 (충남대학교 바이오응용화학부) ;
  • 전한용 (인하대학교 나노시스템공학부)
  • Kim, Hyun-Joong (Textile Materials Division, Korea Institute of Industrial Technology) ;
  • Kim, Yoon-Jin (Department of Textile Engineering, Inha University Graduate School) ;
  • Byun, Sung-Won (Gyeonggi Technology Service Center, Korea Institute of Industrial Technology) ;
  • Jo, Chang-Whan (Division of Applied Bio-Chemistry, Chungnam National University) ;
  • Jeon, Han-Yong (Division of Nano-Systems Engineering, Inha University)
  • 발행 : 2009.06.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the effects of geosynthetics reinforcements on compressive behaviors of weathered granite soils were investigated by uni-axial and tri-axial compression tests. Geogrid, geomat, and polyethylene slit film fiber were used as reinforced geosynthetis. From the experimental results, these geosynthetics reinforcement effects could increase the compressive strength of soil and especially, the reinforced effects of geogrid and geomat were extremely excellent compared to polyethylene slit film fiber reinforced. This effect is larger for 3 layer geosynthetics used. For triaxial compression test, despite unconsolidated undrained condition, it is seen that the increasing shear strength of the weathered granite soils is due to the increasing adhesive power.

키워드

참고문헌

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