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2013 Vol.29, Issue 12 Preview Page
The Strength Characteristics of PVA Fiber Reinforced CSG Materials

PVA섬유 보강 CSG 재료의 강도특성

Guang-Ri Jin1
,
Ki-Young Kim2
,
He-Chun Quan3*
,
Kyu-Won Kim4
김 광일1
,
김 기영2
,
권 혁춘3*
,
김 규원4
1Researcher, Korea Water Resources Corporation
2Principal Researcher, Korea Water Resources Corporation
3Lecturer, Dept. of Civil Engrg., Yanbian Univ. China
4Researcher, Korea Water Resources Corporation
1한국수자원공사 연구원
2한국수자원공사 책임연구원
3중국연변대학교 토목공학과 전임강사
4한국수자원공사 연구원
*교신저자. *Corresponding Author. 
31 December 2013. pp. 95-104
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Abstract

Recently, application of CSG is increasing in various design･construction projects. At the initial stage of cementation CSG materials show the same mechanical characteristics as soil, however, as the cementation process develops, CSG materials gradually reveal material characteristics of concrete. The hardened CSG manifests elastic behavior such as maximum strength at small strain range and rapid brittle failure. In this research, PVA fiber stiffeners were used in order to: ① reduce such brittle behavioral characteristics; ② improve the relatively weak tension performance of CSG materials. The binding strength between the bed materials and fiber prevents rapid brittle failure and increases tensional strength of fiber reinforced CSG materials.Test results show that fiber reinforcement alone could induce the stress-strain characteristics of CSG materials from brittle failure to ductile failure and also increase the residual strength.

Keywords
CSG (Cemented Sand and Gravel)
PVA fiber
Unconfined compressive strength
Splitting tensile strength

최근 시멘트혼합토(CSG)가 많은 설계･시공에 적용되어지고 있다. CSG재료는 경화 초기엔 흙과 같은 역학적 특성을 보이지만 시간이 경과함에 따라 점차 콘크리트 재료적 특성을 발현하게 된다. 경화된 시멘트혼합토는 작은 변형률에서 최대강도가 발현되고 이 후 급격한 취성파괴에 도달하는 탄성적인 성질을 띠게 된다. 본 연구에서는 이러한 CSG재료의 취성거동특성을 완화하고 상대적으로 취약한 인장성능을 개선하고자 PVA 섬유보강재를 적용하였다. 섬유보강 CSG재료는 재하시 하상시료와 섬유사이의 결합력으로 섬유에 인장력이 발생하여 혼합시료의 인장강도 증가와 급작스런 취성파괴발생을 방지할 수 있다. 실험결과 섬유보강만으로도 CSG재료의 응력-변형특성을 취성파괴에서 연성파괴로 유도할 수 있으며, 섬유보강에 의한 잔류강도 증가효과를 확인 할 수 있었다.

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Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 29
  • No :12
  • Pages :95-104
  • Received Date : 2013-10-15
  • Revised Date : 2013-12-17
  • Accepted Date : 2013-12-18
  • DOI :https://doi.org/10.7843/kgs.2013.29.12.95
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