대한환경공학회지 (Journal of Korean Society of Environmental Engineers)
- 제22권3호
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- Pages.495-504
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- 2000
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- 1225-5025(pISSN)
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- 2383-7810(eISSN)
벤토나이트와 시멘트가 매립장 차수층의 투수성과 압축강도에 미치는 영향(I)
Effect of Bentonite and Cement on Permeability and Compressive Strength of the Compacted Soil Liner
- Kim, Soo-Moon (Dept. of Environmental Engineering, Graduate School of Construction Engineering, Chung-ang University) ;
- Youm, Hee-Nam (Institute of Ceramic Technology) ;
- Lim, Nam-Woong (Dept. of Environmental Engineering, Graduate School of Construction Engineering, Chung-ang University)
- 투고 : 1999.09.13
- 심사 : 1999.12.10
- 발행 : 2000.03.31
초록
폐기물 매립지 차수층에 국내 투수계수 기준치(
This study discussed the optimal use of bentonite and cement for the compacted soil liner of landfill. Techniques employed in this optimization included permeability(by KSF 2322) and compressive strength(by KSF 2314). The optimal amount of these materials to the compacted soil liner was determined in accordance with a regulatory guideline of the government: that is,
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