A Study on the Engineering Characteristic of scoria in Jeju-Do

제주도산 송이의 공학적 특성에 관한 연구

  • Chun, Byung-Sik (Department of Civil Engineering, HanyangUniversity) ;
  • Kim, Dong-Hoon (Urban Planning Div, Jeju Urban Construction Headquarter) ;
  • Kim, Young-Hun (Department of Civil Engineering, HanyangUniversity) ;
  • Lee, Dong-Yeup (Department of Civil Engineering, Hanyang University)
  • 천병식 (한양대학교 공과대학 토목공학과) ;
  • 김동훈 (제주시 도시건설국 도시과) ;
  • 김영훈 (한양대학교 공과대학 토목공학과) ;
  • 이동엽 (한양대학교 공과대학 토목공학과)
  • Published : 2008.10.10

Abstract

Jeju-do is a island formed by the volcanic activity and has more than 360 volcanic cones distributed widely along the long axis of the elliptically shaped island. The volcanic cones consist mainly of scoria, so called "Song-I" in the local dialect. In this study the chemical and soil mechanical properties of scoria being very different from those of the inland were investigated with the various tests. In the sieve-passing test the particle size of scoria had more than 10 of uniformity coefficient and gradation coefficient of 1 ~ 3, showing relatively homogenous distribution. Based on the uniformity classification, scoria was assorted into GW. In the large scale direct shear tested for measuring the mechanical strength of scoria the internal friction angle of red scoria was $37^{\circ}$ and that of black scoria was $36^{\circ}$. This indicated that there was no difference in the mechanical strength between two types of scoria. On the other hand, red and black scoria had $1.24{\times}10^{-3}$ to $3.55{\times}10^{-2}$ cm/sec of k values for the static water level permeability, thus being classified into a coarse or fine sand as compared with that representing the saturated soil. They also had 1.411 to $1.477\;g/cm^3$ of notably low $r_{dmax}$ values for the compaction test as compared with common soil, which was considered to be due to their low specific gravity and high porosity. In conclusion, the soil mechanic properties of scoria obtained from this study are thought to be very helpful for reducing lots of trial and error happening in the civil engineering construction.

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