• Title/Summary/Keyword: Waste Stabilization

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A Study on the Reusability of Incinerated Paper Mill Sludge Ash as Cement Additive (시멘트 혼화재로서 제지슬러지 소각재의 재활용 특성)

  • 주소영;연익준;이민희;박준규;김광렬
    • Journal of environmental and Sanitary engineering
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    • v.18 no.2
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    • pp.34-41
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    • 2003
  • The purpose of this study is to examine the effect of stabilization disposal and recycling on incinerated paper mill sludge ash as cement additives. It was investigated chemical(pH, ICP, TGA XRD) and physical(PDA, SEM) characteristics of the incineration ash. And the pozzolanic characteristics of incineration ash was applied to cement as additive to increase the compressive strength. The results were that the pH characteristic of incineration ash was strong alkalinity, the content of silica and alumina as a pozzolanic material was 50.97%, and the average particle size was $5.03{\mu}m$ respectively. When the ash contents as cement additive were varied in 0~15%(wt) of cement weight to explore the effect of the compressive strength on the solidified cement mortar, the proper amount of the incineration ash substituted was about 5~l0%(wt). Therefore we found that using the incineration ash as cement additive obtains the recycling of waste material, the stabilization disposal, the reduction of waste disposal expense, and the protection of environmental problem, too.

Decomposition Characteristics of Municipal Solid Wastes in Lysimeter Without Leachate Discharge (침출수 무배출식 모형매립조를 이용한 도시폐기물 분해특성)

  • 류돈식;이해승;이찬기
    • Journal of environmental and Sanitary engineering
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    • v.15 no.2
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    • pp.49-57
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    • 2000
  • The objective of this study is to find solid waste decomposition in landfill without leachate discharge. This study was observed variation of landfill gas production rate and leachate for stabilization assessment, and using four sets of lysimeter as experimental apparatus. Soild waste decomposition was accelerated in without leachate discharge system by sufficient moisture for methane bacteria. And gas production rate was between 54.2ℓ/kg VS∼335.9ℓ/kg VS in each lysimeter. Generation time of methane gas was showed different in each lysimeter, but it was much faster than literature research. The time of stabilization phase were began as follows : L-1 400 day, L-2 350 day, L-3 170 day and L-4 70 day respectively. Decreasing times of BOD/COD ratio and C/N ratio were necessary more than literature research because organic matter was not discharge such as wash out.

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A Study on Pre-Red Mud and Bio-Solids Applicability as Soil Stabilizer (Pre-Red Mud 및 Bio-Solids의 토양 안정화제 활용 가능성에 대한 연구)

  • Yang, Joo-Kyung;Kang, Seon-Hong
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.3
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    • pp.419-428
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    • 2011
  • Recycling as a stabilizer of industrial by-product can be terms of the proper handling of industrial by-product and positive side in terms of recycling of waste. This study was performed to evaluate has the possibility as stabilizer by primary processing Pre-Red Mud and Bio-Solids which are generated as waste in soils contaminated with heavy metals and compared the efficiency with steel slug being applied in an existing site. In evaluation of the arsenic-fixing ability of stabilizer in batch test, Bio-Solids have the similar arsenic-fixing ability with Pre-Red Mud, which shows 17% h igher arsenic-fixing ability than PS Ball. Since the stabilization periods using Bio-Solids and Pre-Red Mud are faster than the PS Ball, they seems to be better stabilizer than PS Ball to decrease the leaching of arsenic in contaiminated soil.

Development of Remediation and Stabilization Technique for Low-Permeable Contaminated Soil Using Waste Materials (폐기물을 활용한 저투수성 오염토양의 정화 및 안정화 기술 개발)

  • 박상규;이기호;박준범
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.10a
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    • pp.681-688
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    • 2002
  • Study was peformed to develop the‘environmental double pile’for the remediation of low-permeable contaminated soil. This technique is similar in function to‘sand drain pile’But this applies recyclable oyster shell treated as waste materials to a drain material and the pile is consisted of two layers. Inner metal pile is located in center and oyster shells are filled around it. By this technology, contaminated ground water is pumped out through the oyster shell and purified by drainage, adsorption, and reaction processes. Afterwards, the grout material is injected through the inner pile for the effect of the solidification / stabilization. As a result, the concept of this technique is a development of one-step process technology. Through the test, a consolidation characteristic by radial drain is going to be evaluated and the optimum standard of this technology will be calculated.

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