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수평배수재용 순환골재와 쇄석의 현장시험

Field Test of Recycled Aggregates and Crushed Stone as Horizontal Drains

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초록

In this study, field test on utilization of recycled aggregates and crushed stone as horizontal drains to use an alternative material of sand in soft ground is practiced. The settlement with time showed similarly ranged from 28.4-30.3 cm in the all horizontal materials. The excess pore water pressure of the recycled aggregates and crushed stone showed smaller than sand. The small the excess pore water pressure becomes faster the consolidation period and it can reduces the amount of residual settlement. Therefore,it was verified as having enough to an alternative materials that the field applicability is excellent. The distribution of earth pressure with time showed similarly in the all horizontal materials. The recycled aggregates and crushed stone was very applicable to practice because there is no mat resistance in the horizontal drains layer. The penetration rate in the SCP and PVD improvement sections did not show large differences as the grain size and the horizontal drainage height increases.

Abstract

In this study, field test on utilization of recycled aggregates and crushed stone as horizontal drains to use an alternative material of sand in soft ground is practiced. The settlement with time showed similarly ranged from 28.4-30.3 cm in the all horizontal materials. The excess pore water pressure of the recycled aggregates and crushed stone showed smaller than sand. The small the excess pore water pressure becomes faster the consolidation period and it can reduces the amount of residual settlement. Therefore,it was verified as having enough to an alternative materials that the field applicability is excellent. The distribution of earth pressure with time showed similarly in the all horizontal materials. The recycled aggregates and crushed stone was very applicable to practice because there is no mat resistance in the horizontal drains layer. The penetration rate in the SCP and PVD improvement sections did not show large differences as the grain size and the horizontal drainage height increases.

참고문헌 (15)

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  3. 장연수, "수평배수재가 포설된 준설매립지반의 압밀해석(II) - 현장설치조건에 의한 개량효율 분석 -", 한국지반공학회논문집, 21(10), pp.41~48 (2005), 한국지반공학회
  4. Jung, G. H., "Design example of gravel mat for horizontal drains", Geotechnical Engineering KGS, 22(7), pp.28~39 (2006)
  5. Kim, H. T., "Required discharge capacity of horizontal drains for fills on the soft ground", Journal of the Korean Geotechnical Society, 17(5), pp.83~96 (2001)
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  8. 이달원, "수평 배수재로서 순환골재와 쇄석의 활용 방안", 한국농공학회논문집, 52(6), pp.111~123 (2010), 한국농공학회
  9. "The law enforcement regulation about the recycling promotion of the construction waste" (2009)[URL]
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  11. National Environmental Research Institute, "The present of state of occurrence and disposal of waste of the national. annual report", ~, 2010
  12. Onoue, A., "Consolidation by vertical drains taking well resistance and smear into consolidation", Soil and Foundations, 28(4), pp.165~174 (1988)
  13. "The law about the recycling promotion of the construction waste"[URL]
  14. Yoshikuni, H., "Consolidation of soils by vertical drain wells with finite permeability", Soils and Foundation, 14(2), pp.35~46 (1979)
  15. 유승경, "순환골재 다공질 콘크리트말뚝(RAPP)에 의해 보강된 복합지반의 거동 특성", 한국지반공학회논문집, 25(11), pp.117~130 (2009), 한국지반공학회

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