• Title/Summary/Keyword: 심층교반차수벽

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A Case History of Confinement of the Contaminated Landfill Using a Vortical Barrier (연직 차수벽을 이용한 폐기물매립지 침출수 오염 제어 사례 연구)

  • 이재영;정문경;고재만
    • Journal of Korea Soil Environment Society
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    • v.4 no.2
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    • pp.163-174
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    • 1999
  • This paper presents a case history of remedial action adopted for contaminated groundwater in a landfill. The objectives of the projects are : (1) to effectively confine contaminated groundwater with an economically reasonable means, (2) to prevent further contamination of soil by collecting and treat the contaminant. and (3) to assure the environmental safety of the landfill during its operating period. Reported are the process from site investigation, through design and construction of an appropriate remedial action, to the monitoring of the selected confinement system. In view of the results of site investigation, deep soil mixing cutoff wall using the DMW(deep soil mixing cutoff wall) method and specially produced HEC soil stabilizer were used for the construction of deep soil mixing cutoff wall. For rock foundation with sever fractures, chemical grout curtain with urethane was installed. The monitoring results to date indicate that the selected vertical barrier performed satisfactorily.

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Strength of Improved Soil on the Work-conditions of Deep Mixing Method (시공조건에 따른 심층혼합처리 개량체의 강도에 관한 연구)

  • Lee, Kwang-Yeol;Yoon, Sung-Tai;Kim, Sung-Moo;Han, Woo-Sun
    • Journal of the Korean Geotechnical Society
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    • v.23 no.7
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    • pp.99-104
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    • 2007
  • The deep soil mixing, on ground modification technique, has been used for many diverse applications including building and bridge foundations, port and harbor foundations, retaining structures, liquefaction mitigation, temporary support of excavation and water control. This method has the basic objective of finding the most efficient and economical method for mixing cement with soil to secure settlements through improvement of stability on soft ground. In this research, the experiments were conducted on a laboratory scale with the various test conditions of mixing method; the angle of mixing wing, mixing speed. Strength and shapes of improved soil of these test conditions of deep mixing method were analysed. From the study, it was found that the mixing conditions affect remarkably to the strength and shapes of improved soils.