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Field Application of an Eco-Friendly Solidification Material for Forest Road Pavement

친환경 고화재를 이용한 임도포장의 현장 적용성 연구

  • Lee, Kwan-Hee (Department of Forestry, Kyungpook National Univ.) ;
  • Ko, Chi-Ung (Department of Ecology and Environmental Science, Kyungpook National Univ.) ;
  • Kim, Dong-Hyun (Department of Ecology and Environmental Science, Kyungpook National Univ.) ;
  • Oh, Se-Wook (Department of Construction and Disaster Prevent Engineering, Kyungpook National Univ.) ;
  • Kim, Dong-Geun (Department of Ecology and Environmental Science, Kyungpook National Univ.)
  • 이관희 (경북대학교 임학과) ;
  • 고치웅 (경북대학교 생태환경시스템학과) ;
  • 김동현 (경북대학교 생태환경시스템학과) ;
  • 오세욱 (경북대학교 건설방재공학부) ;
  • 김동근 (경북대학교 생태환경시스템학부)
  • Received : 2016.12.30
  • Accepted : 2017.03.02
  • Published : 2017.03.31

Abstract

Among the forest road pavement methods, the majority of current constructions utilize concrete pavements but it has disadvantages as follows: many cracked concrete pavements generated by the erosion of underlying soil layers, could not be used as forest roads in steep slope during winter, and cement contains hazardous chemicals (hexavalent chromium, etc.). In order to supplement the limitations of the use of concrete pavement, this study was conducted to investigate the operation process and cost, the strength and compaction of the experimental forest road pavement(85 m) utilizing eco-friendly solidification material at Goryeong-gun, Gyeongsangbuk-do. The work elements of experimental forest road paving were classified into: preparation, Roadbed excavation, Roadbed grading, subgrade compaction, form work, collection and selection of site soil, mixing site soil and eco-friendly solidification material, paving by eco-friendly solidification material, compaction by vibrating roller and curing. The result of economic analysis using construction cost shows that for concrete costs total to $38,681won/m^3$ while for the eco-friendly paving material it is $38,245won/m^3$. Thus the construction costs for concrete and the eco-friendly paving material are similar. And the results of the Schmidt Hammer test for strength analysis by curing period are 10.5-13.5 MPa for 7 days, 18.1-22.7 MPa for 14 days, and 20.8-23.0 MPa for 28 days.

임도포장공법 중 현재 많이 시공되는 콘크리트 포장은 하부지반의 침식으로 인해 균열이 많이 발생하며, 경사가 급한 경우 결빙으로 인하여 임도로서 역할을 수행할 수 없으며, 그리고 콘크리트가 갖고 있는 유해성(6가 크롬 등) 때문에 산림을 건강의 목적으로 생각하는 국민정서에 반하는 단점이 있다. 이러한 측면에서 본 연구는 콘크리트 포장의 문제점을 보완하기 위해 친환경 고화재를 이용하여 경북 고령군 쌍림면에 시설된 임도 85 m에 시험포장을 실시하여 임도포장의 공정과 비용, 강도와 다짐도를 조사하였다. 임도포장공정은 요소작업별로 준비작업, 노면 터파기, 노면 고르기, 하부지반 다짐, 거푸집 설치, 유용토 채취 및 선별, 믹싱, 포설, 다짐, 양생으로 이루어지며, 일위대가를 통한 개략적인 단가산출을 한 결과 콘크리트 포장의 경우는 일반적으로 노무비, 재료비, 경비를 합한 총 38,681원/$m^3$, 친환경 고화재의 경우 총 합계 38,245원/$m^3$으로 시공비용은 비슷하게 나타났다. 또한 양생기간에 따른 강도 특성을 알아보기 위하여 비파괴시험인 슈미트 해머 시험을 실시한 결과 양생기간 7일은 10.5~13.5 MPa, 14일은 18.1~22.7 MPa, 28일은 20.8~23.0 MPa로 양생기간 14일에서 강도증가 폭이 가장 높게 나타났다.

Keywords

References

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