미생물활성에 의한 시멘테이션 작용을 이용한 모래지반의 안정화
Solidification of Sandy Soils using Cementation Mechanism of Microbial Activity
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초록
To evaluate bio-cementation of microbial on sands, laboratory test was conducted using acrylic cubic molding boxes (5 cm x 5 cm x 5 cm). It wasincubated the microbial, called Bacillus Pasteurii, according to Park et al (2011, 2012). and applied 50ml each specimen. Two type of sand samples usedwere Jumoonjin sand and common sand (well graded). These sands were molded in acrylic boxes with the relative density of 30 % and 60 % respectively. Microbial were poured onto the samples molded in acrylic boxes and cured at the room temperature and humidity. After 7, 14 and 21days, it was measuredthe compressive strength, pH, EC, and density and it were observed SEM and XRD to verify the effect of bio-cementation. It was found thatbio-cementation was increased a strength of sands and it was appeared that strengths were related to the type of sand and relative density. Therefore it wasconfirmed the solidification of sands using the bio-cementation by microbial activation and the usefullness of acrylic molding boxes when tests wereconducted on the soil of sands.
Abstract
To evaluate bio-cementation of microbial on sands, laboratory test was conducted using acrylic cubic molding boxes (5 cm x 5 cm x 5 cm). It wasincubated the microbial, called Bacillus Pasteurii, according to Park et al (2011, 2012). and applied 50ml each specimen. Two type of sand samples usedwere Jumoonjin sand and common sand (well graded). These sands were molded in acrylic boxes with the relative density of 30 % and 60 % respectively. Microbial were poured onto the samples molded in acrylic boxes and cured at the room temperature and humidity. After 7, 14 and 21days, it was measuredthe compressive strength, pH, EC, and density and it were observed SEM and XRD to verify the effect of bio-cementation. It was found thatbio-cementation was increased a strength of sands and it was appeared that strengths were related to the type of sand and relative density. Therefore it wasconfirmed the solidification of sands using the bio-cementation by microbial activation and the usefullness of acrylic molding boxes when tests wereconducted on the soil of sands.
참고문헌 (21)
- Chu, C. W., "Biocalcification of sand through ureolysis", Journal of Geotechnical and Geoenvironmental Engineering, 137, pp.1179~1189 (2011)
- Chun, Byung Sik, "Deformation Characteristics of Soil-Cement mixtures under repeated load", Journal of the KSCE, 9(3), pp.125~131 (1989)
- DeJong, J. T., "Bio-mediated soil improvement", Journal of Ecological Engineering, 36, pp.197~210 (2010)
- Ivanov, V., "Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ", Reviews in Environmental Science and Bio, 2008, pp.7(2), 139~153
- Kim Jae Young, "A study on the effects of molding water content and cement content on unconfined compressive strength of soil cement mixtures", Journal of the KSAE, 17(1), pp.59~75 (1975)
- Kim Jae Young, "The effect of grain size distribution of soils on unconfined compressive strength of soil cement and lime soil mixtures", Journal of the KSCE, 24(4), pp.93~99 (1976)
- "Test method for particle size distribution of soils", KS F 2302, ~
- "Test method for water content of soils", KS F 2306, ~
- "Test method for density of soil particles", KS F 2308, ~
- "Test method for soil compaction using a rammer", KS F 2312, ~
- "Testing method for compressive strength of hydraulic cement mortar", KS L 5105, ~
- 김대현, "미생물 처리 방법이 바이오그라우트에 미치는 영향", 한국지반환경공학회 논문집, 13(5), pp.51~57 (2012), 한국지반환경공학회[DOI]
- Kim, H. J., "An Evaluation on the Applicability of Industrial By-products for the Solidification Treatment of Soft Marine Clay", Master, pp.2013
- 김화중, "미생물의 생체광물형성작용을 이용한 자기치유 스마트 콘크리트 개발에 관한 기초연구", 콘크리트학회 논문집, 21(4), pp.501~511 (2009), 한국콘크리트학회
- Moon, K, J, "A case of application of eco-friendly inorganic Solidifying binder field soft soil improvement using industrial by-products", Korean Geotechnical Society, 29(27), pp.16~25 (2013)
- Methods of soil chemical analysis, "NIAST.", National Institute of Agricultural Science and Technology, RDA, ~ (2000)
- 박성식, "미생물에 의해 생성된 광물질이 고결모래의 강도에 미치는 영향", 한국지반공학회논문집, 27(5), pp.75~84 (2011), 한국지반공학회
- 박경호, "Bacteria를 이용한 실트와 모래의 고결화에 따른 탄산칼슘 확인", 한국지반공학회논문집, 28(6), pp.53~61 (2012), 한국지반공학회
- Shannon, S. F., "Microbiological precipitation of CaCO3", Journal of Soil Biology and biochemistry, 31, pp.1563~1571 (1999)
- Shiragawa, M. A., "Sand bioconsolidation throught the precipitation of calcium carbonate by two ureolytic bacteria", Journal of Materials Letters, 65, pp.1730~1733 (2011)
- Yu, Chan., "The Influence of Pore Water Contamination on the Cement Treated Sandy Soil", Journal of the KSCE, 45(6), pp.144~152 (2003)
