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Numerical Analysis of Light-weight Air Foamed Soils using Dredged Marine Clay for Soft Ground Improvement Method

준설점토 활용 경량혼합토의 연약지반개량공법 수치해석

  • Yoon, Gillim (Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology) ;
  • Kim, Sunbin (Coastal Development & Ocean Energy Research Division, Korea Institute of Ocean Science & Technology)
  • Received : 2013.12.02
  • Accepted : 2014.02.04
  • Published : 2014.03.01

Abstract

This paper presents the results of a numerical investigation on applicability of Light-weighted Foam Soils (LWFS) consisted of dredged soils for soft ground improvement. The engineering properties of LWFS were comprehensively investigated based on the previous experimental tests. And three dimensional numerical models which reflect soft ground conditions were adopted to evaluate the applicability of LWFS compared to SCP and DCM. A number of cases were analyzed using a stress-pore pressure coupled model. The results indicated that LWFS method enables to reduce more settlement, lateral flow and heaving than SCP method and enable to reduce more residual settlement than DCM method. Also it was revealed that such effect depends on the properties of LWFS such as unit weight, unconfined compressive strength, deformation modulus and Poisson's ratio.

본 논문에서는 준설토를 활용한 경량혼합토(LWFS)의 연약지반개량 적용성에 대해 검토한 내용을 다루었다. 현재까지 제시된 경량혼합토의 공학적 특성에 관한 연구결과를 종합 분석하여 경량혼합토의 물성을 정리하였으며, 그 결과를 토대로 임의의 현장조건을 가정하여 경량혼합토공법과 SCP 공법 및 DCM 공법 적용 시에 대한 3차원 수치해석을 수행하였다. 연약지반개량공법 비교해석 결과, 경량혼합토 공법을 적용하는 경우 SCP 공법을 적용하는 수준 이상의 침하관리가 가능하며, 경량혼합토의 목표성능에 따라 침하발생 수준을 조절할 수 있는 것으로 검토되었다. 또한 DCM 공법과 비교 시 경량혼합토 재료의 경량성으로 과잉간극수압 발생량이 현저히 작아져 잔류침하를 최소화할 수 있는 것으로 검토되었다.

Keywords

References

  1. 土田 (1996), 港灣空港事業における輕量混合處理土工法の開發と適用事例. 運輸省港灣技術硏究所, pp. 1-252.
  2. 土田 (1999), 建設發生土を活用した輕量混合處理土の空港事業への適用, 運輸省港灣技術硏究所, pp. 1-186.
  3. Hwang, J. H., An, Y. K. and Kim, T. H. (2010), Effect of water on the lightweight air-mixed soil containing silt used for road embankment, Journal of Korean Geotechnical Society, Vol. 26, No. 2, pp. 23-32 (in Korean).
  4. Kim, Z. C. and Lee, C. K. (2002), Mechanical characteristics of light-weighted foam soil consisting of dredged soils, Journal of Korean Geotechnical Society, Vol. 18, No. 4, pp. 309-317 (in Korean).
  5. Lee, M. A. (2013), Assessment the applicability of lightweight air-trapped soil for the abutment backfill, Master's thesis, Korea Maritime University, pp. 27-28 (in Korean).
  6. Song, J. H. (2008), Analysis of compressive strength of lightweight air-mixed soil according to the properties of soil, Journal of Korean Geotechnical Society, Vol. 24, No. 11, pp. 157-166 (in Korean).
  7. Yoon, G. L. and Kim, B. T. (2004), Compressibility and strength of the lightweight air formed soils, Journal of Korean Geotechnical Society, Vol. 20, No. 4, pp. 5-13 (in Korean).
  8. Yoon, G. L and Yoo, S. K. (2004), Strength and deformation characteristics of lightweight soil using in situ soils, Journal of Korean Geotechnical Society, Vol. 20, No. 9, pp. 125-132 (in Korean).
  9. Yoon, G. L and Yoo, S. K. (2005), Behaviors of lightweight foamed soils considering underwater curing and water pressure conditions, Journal of Korean Geotechnical Society, Vol. 21, No. 4, pp. 21-29 (in Korean).