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Characteristics of Uplift Resistance According to Shape Factor and Contact Area of Wooden Piles

나무말뚝 형상과 접촉면적에 따른 인발저항력 특성

  • Song, Chang Seob (Department of Agricultural and Rural Engineering, Chungbuk National University) ;
  • Kim, Myeong Hwan (Department of Agricultural and Rural Engineering, Chungbuk National University) ;
  • Park, Oh Hyun (Department of Agricultural and Rural Engineering, Chungbuk National University) ;
  • Woo, Jea Kuen (Dept. of Agricultural Engineering, National Institute of Agricultural Sciences, RDA) ;
  • Kim, Gi Beom (Department of Agricultural and Rural Engineering, Chungbuk National University)
  • Received : 2021.01.27
  • Accepted : 2021.03.22
  • Published : 2021.05.31

Abstract

Reclaimed land was mainly used as agricultural land for rice production. As a higher value-added business in the agriculture has recently been activated, green houses are being constructed. In case of green house construction on the reclaimed land, it is generally soft ground with high soil water content, so it is important to design the foundation for greenhouse construction. The object of this study, a pull-out test was conducted to derive the base line data of the wooden pile foundation when constructing a green house. To reproduce the actual site, 30% of soil saturation and 70% of soil saturation were created in the soil box. Groove number and depth were set as design factors of the wooden pile, and a pull-out test was conducted. As a result of the test, pull resistance increased as the number of grooves increased, pull-out resistance according to groove depth was different according to soil saturation. Also, after the experiment, we want to compare the set-up effects over time.

Keywords

References

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