• Title/Summary/Keyword: 본딩처리된 폐어망

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Engineering Characteristics of Mixtures according to Water Sludge Ratio and Reinforcing Waste Fishing Net (정수슬러지의 혼합비율 및 폐어망 보강에 따른 혼합토의 공학적 특성)

  • Yun, Daeho;Kim, Yuntae
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.4
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    • pp.29-37
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    • 2013
  • In order to recycle both water sludge and waste fishing net(WFN), it was investigated in this paper the engineering characteristics of mixtures that consisted of different content of water sludge(0%, 10%, 30%, 50%) and reinforced with waste fishing net(unreinforced, untreated WFN, glue treated WFN). WFN or glue treated WFN(1&2 layers) was also added to the mixture to improve the interlocking between the soil particle and WFN. Several series of laboratory tests such as compaction test, triaxial test, oedometer test, permeability test and leaching test were carried out. The experimental test results indicated that, as water sludge content increases, maximum dry unit weight, cohesion, friction angle, and permeability of the mixture decrease, while optimum moisture content, compression index, expansion index and compressibility increase. For the case of reinforced mixture, its cohesion and friction angle are increased due to the inclusion of WFN and glue treated WFN. Leaching result of mixture was satisfied with standard of ministry of environment.

Strength and Leaching Characteristics of Water Sludge-added Lightweight Soil Considering Reinforcing Material and Layer (정수슬러지를 혼합한 경량토의 보강에 따른 강도 및 용출 특성 분석)

  • Yun, Daeho;Lee, Byunghun;Kim, Yuntae
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.8
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    • pp.75-84
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    • 2012
  • In this paper, strength and leaching characteristics of water sludge-added lightweight soils(WALS) considering reinforcing materials(waste fishing net, glue treated waste fishing net and geogrid) and layer(1 or 2 layer) were investigated using unconfined compression test and leaching test. Several specimens of water sludge-added lightweight soil consisted of water sludge, cement, and bottom ash were prepared according to flowability. Reinforcing material added into these specimens were waste fishing net and geogrid. A glue treated waste fishing net was also added in order to increase interlocking between soil mixture and waste fishing net. Strength increased in the order of WALS reinforced by waste fishing net, glue treated waste fishing net, and geogrid. Strength of specimen with double layer-reinforcing material was greater than that of specimen with single layer reinforcing material. Leaching result of WALS was also satisfied with standard of ministry of environment.