• 자원리싸이클링
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• 제25권1호
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• pp.10-15
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• 2016

최근 들어 환경보호나 국토의 효율적 활용 등의 측면에서 산업 각 분야에서 발생되는 각종의 산업부산물 및 폐기물 등의 유효하 고 효율적인 이용이 대두되고 있다. 본 연구에서는 갈수록 발생량이 증가하는 하수슬러지를 활용한 하수슬러지 소각재의 유효한 활용을 위하여 건설재료로서의 가능성을 평가하였다. 콘크리트 제작 후 평가항목은 압축강도, 중성화저항성 및 환경 평가인 용출시험으로 압축강도 및 중성화저항성에서 무첨가 콘크리트에 비해 만족스런 결과를 도출하였으며 용출시험 결과 역시 기준치를 모두 만족하는 결과를 나타냈다. 따라서 콘크리트용 잔골재로서 활용 가능성이 충분하며 적정 대체율은 약 10% 정도로 판단된다.

• 인터넷정보학회논문지
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• 제10권6호
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• pp.205-217
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• 2009

최근 기업들은 조직 내외의 협업 또는 협력에 의해 발생되는 거대량의 업무들을 안정적으로 처리해줄 수 있는 초대형 워크플로우 관리 시스템의 등장을 요구하고 있다. 워크플로우 벤더들은 초대형 워크플로우 서비스를 지원하는 워크플로우 관리시스템을 구현하기 위해, 하드웨어들의 추가적 확장을 통한 워크플로우 관리 시스템의 성능 향상을 모색하고 있다. 그러나 워크플로우 관리 시스템의 소프트웨어적인 아키텍처를 고려하지 않은 단순한 물리적 확장은 시스템 구축에 소요되는 시간적 또는 비용적 낭비를 야기할 수 있다. 이러한 한계를 개선하기 위하여, 본 논문에서는 워크케이스 기반 워크플로우 아키텍처를 제안하고, 해당 아키텍처를 토대로 하는 초대형 워크플로우 관리 시스템을 구현한다. 또한 워크케이스 기반 초대형 워크플로우 관리 시스템에 관한 생성 반응 시간 관련 실험을 통해서, 논리적인 소프트웨어 아키텍처의 개선이 워크플로우 관리 시스템의 초대형성에 매우 큰 영향을 미칠 수 있음을 증명하고자 한다.

• Geomechanics and Engineering
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• 제18권5호
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• pp.535-543
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• 2019

Building on/with expansive soils with no treatment brings complications. Compacted expansive soils specifically fall short in satisfying the minimum requirements for transport embankment infrastructures, requiring the adoption of hauled virgin mineral aggregates or a sustainable alternative. Use of hauled aggregates comes at a high carbon and economical cost. On average, every 9m high embankment built with quarried/hauled soils cost $12600MJ.m^{-2}$ Embodied Energy (EE). A prospect of using mixed cutting-arising expansive soils with industrial/domestic wastes can reduce the carbon cost and ease the pressure on landfills. The widespread use of recycled materials has been extensively limited due to concerns over their long-term performance, generally low shear strength and stiffness. In this contribution, hydromechanical properties of a waste tyre sand-sized rubber (a mixture of polybutadiene, polyisoprene, elastomers, and styrene-butadiene) and expansive silt is studied, allowing the short- and long-term behaviour of optimum compacted composites to be better established. The inclusion of tyre shred substantially decreased the swelling potential/pressure and modestly lowered the compression index. Silt-Tyre powder replacement lowered the bulk density, allowing construction of lighter reinforced earth structures. The shear strength and stiffness decreased on addition of tyre powder, yet the contribution of matric suction to the shear strength remained constant for tyre shred contents up to 20%. Reinforced soils adopted a ductile post-peak plastic behaviour with enhanced failure strain, offering the opportunity to build more flexible subgrades as recommended for expansive soils. Residual water content and tyre shred content are directly correlated; tyre-reinforced silt showed a greater capacity of water storage (than natural silts) and hence a sustainable solution to waterlogging and surficial flooding particularly in urban settings. Crushed fine tyre shred mixed with expansive silts/sands at 15 to 20 wt% appear to offer the maximum reduction in swelling-shrinking properties at minimum cracking, strength loss and enhanced compressibility expenses.

• 터널과지하공간
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• 제29권2호
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• pp.75-88
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• 2019

우리나라는 1978년 4월 고리1호기를 시작으로 지금까지 총 24기의 원전을 가동하고 있으며 2기의 원전이 건설 중이다. 원자력 발전이 지속됨에 따라 원자력발전소에서 발생하는 방사성 폐기물의 양도 늘어나게 되어 이를 영구처분하기 위한 다양한 방법이 제안되어 왔다. 국내에서는 심층처분(DGD)을 중심으로 연구가 진행되어 왔으나 심부 시추공을 활용하는 심부시추공 처분(DBD) 역시 대안으로 고려할 필요가 있다. 본 논문에서는 기술 선진국의 선행 연구결과를 종합하여 심부시추공 처분에 요구되는 요소기술들을 소개하고 이를 국내에 적용하기 위한 적용성 평가를 수행하였다. 시추공 설계, 처분부지 등에 대한 개념적 연구를 수행하였으며 마지막으로 실제 처분을 위하여 향후 요구되는 기술적 과제에 대하여 정리하였다.

• 한국폐기물자원순환학회지
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• 제35권8호
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• pp.692-700
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• 2018

In this study, the results of PBDEs and HBCDs of the products and waste that contain BFRs such as domestic electronic products, automobiles and textile products were compared with international management standards, and their excess rates were calculated. Deca-BDE was detected among the PBDEs in TV rear cover plastics, car seats, automotive interior plastics, and automobile shredding residues of products and waste containing BFRs. The comparison with Basel Convention management standards (1,000 mg/kg) for PBDE-containing wastes (4 types in total) shows that the excess rate of all samples was less than 1.5%. The estimated excess rate compared to the EU and Basel convention management standards (1,000 mg/kg) for PBDEs (4 species + deca-BDE) and TV rear cover plastics was 37.5% (30 of 80 samples exceeded the standards). The estimated excess rate compared to the Basel convention management standards (1,000 mg/kg) for HBCD, building materials products and waste was 15.7% (17 of 108 samples exceeded the standards). In the case of PBDEs, it is necessary to remove only the rear cover of CRT TV among the electric and electronic products and treat it in the flame retardant treatment facility to improve the recycling collection system. In the case of HBCD, it is necessary to appropriately dispose of the recycled materials, heat insulation materials, TV plastics, and styrofoam in marine fishery among construction materials and restrict the use as recycled raw materials.

• Advances in concrete construction
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• 제13권5호
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• pp.349-360
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• 2022

The rising prices of landfills and the lack of cement production are motivating researchers to be more interested in using wastes to produce concrete mixtures materials. The use of waste materials such as eggshell and matakoline waste not only reduces landfill costs and space, but also reduces the cost of cement production for the concrete mixture. However, recycling waste materials has become critical in order to effectively manage environmental sustainability. The purpose of this paper is to investigate the appropriate properties of self-compacting concrete (SCC) by incorporating waste materials such as crushed ceramics as coarse aggregate and nano egg shell (NES) and nanoclay (NC) as cement replacements. Fresh properties of SCC, such as segregation, flow time and diameter, V-funnel, H2/H1 ratio, and fresh unit weight of concrete mixtures, as well as hardened properties, such as 7, 14, and 28 days compressive strength and 28 and 90 days flexural strength, were measured for this purpose. The presence of NC in the SCC mixture enhanced the compressive strength of the concrete when 5% of NES was added or in the case without the addition of NES compared to the control mixture. The flexural strength enhanced with the incorporation of NC in the SCC increased the flexural strength of the concrete compared to the control mixture, but the incorporation of 5% of NES decreased the flexural strength compared to the mixtures with NC. These results prove the possibility of using crushed ceramics as the coarse aggregate, and NES and NC as substitutes for 5, 7, and 10% of the cement in SCC, because the properties of such SCC in hardened and fresh states are satisfactory.

• 한국지반공학회논문집
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• 제22권9호
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• pp.5-14
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• 2006

본 논문에서는 유기물질로 오염된 퇴적토에서 동전기 침전 및 정화 기법을 이용하여 초연약한 퇴적토의 침하를 촉진시켜 밀도를 증진시키는 연구를 수행하였다. 본 논문에서는 인체에 무해한 에틸렌글리콜 유기물질을 일반수와 적정하게 섞은 오염수에 카오리나이트 점토를 혼합하여 함수비가 높은 슬러리 상태를 조성하여 만든 오염된 퇴적토를 시료로 사용하였다. 일반적으로 동전기기법을 이용한 전기영동 및 전기삼투에 의하여 슬러리내의 고형물 입자를 음극으로 이동시키고 간극수를 양극으로 배제시킬 수 있는 것으로 보고되고 있다. 본 연구에서는 오염된 퇴적토에 대하여 고형물함량, 공급전압 및 오염농도를 변화시키면서 동전기침전 및 동전기정화 시험을 연속적으로 동시에 수행하였으며 동전기침전 및 동전기정화 공정에서 발생한 시료의 침하 및 밀도 변화에 대하여 살펴보았다. 시험결과 오염퇴적토의 침하량은 공급전압이 클수록 고형물함량 및 오염농도가 작을수록 증가하는 것으로 나타났다. 그리고 오염퇴적토의 밀도는 동전기 침전단계에서는 시료의 침하에 의하여 증가하고 동전기 정화단계에서는 물보다 무거운 유기물질의 유출에 의하여 감소하는 것으로 나타났다.

• Journal of Ecology and Environment
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• 제47권3호
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• pp.63-74
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• 2023

Background: Comparing with the several types of infrastructures, linear infrastructures are known to facilitate the spread of undesirable species in ecosystems. Recently, some new man-made habitats (e.g., gravel pads of the high-voltage towers, solid wastes and sewage habitats) were established along the Deltaic Mediterranean coast of Egypt as a result of the construction of the E-W coastal international highway. The current study evaluates the floristic composition associated with the pads of high-voltage towers that had been constructed for stabilizing the power line towers in the North Nile Delta. Plant cover was measured for 22 randomly stand. Results: Eighty-four species were recorded, of which 35 are perennials (41.6%), 2 biennials (2.3%) and 47 annuals (56.0%) belonging to 23 families. The largest families were Asteraceae (16 species), Poaceae (15 species), Chenopodiaceae (12 species), and Fabaceae (7 species). Ten aliens (10.7%) out of the 84 species were recorded. Therophytes have the highest percentage (58%), followed by hemicryptophytes (14%), chamaephytes (11%). Six vegetation groups were recognized in the study area after the application of two way indicator species analysis (TWINSPAN), Arthrocnemum macrostachyum, Phragmites australis, and Mesembryanthemum nodiflorum have the highest presence percentage. Both of Salsola cyclophylla and Solanum villosum were recorded for the first time in North Nile Delta. Natural habitat had the highest α-diversity, but the lowest β-diversity (4.9, 15.4), while gravel pads had the reverse (2.7, 30.8). Some species which are native to the desert habitats (e.g., Rumex pictus, Salsola kali, and Carthamus tenuis) were able to invade the North Nile Delta. Conclusions: Habitat of gravel pads is an expressing form about the intense of disturbance in Deltaic Mediterranean coast of Egypt. More of efforts should be carried out to avoid more human disturbances that creating as ruderal habitats which open the gate to invasive species in the flora of North Nile Delta.

• 대한토목학회논문집
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• 제44권1호
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• pp.33-39
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• 2024

본 연구에서는 대표적인 해양 폐기물인 패각을 자원화하여 건설재료에 활용하고, 재료의 특성에 미치는 영향을 평가하였다. 꼬막, 굴 등 국내에서 많이 발생하는 패각을 세척 및 전처리하여 잔골재 대체재로서 활용하였으며, 패각의 대체율 및 세척 여부 등의 조건에 따라 시멘트 모르타르 시편을 제작하였다. 서로 다른 조건하에 타설된 모르타르 시편의 압축강도를 평가하고, XRD, SEM, micro-CT 등의 미세구조 분석 방법들을 활용하여 각 시편의 고체 및 공극 구조를 분석하였다. 결과를 통해, 굴과 꼬막 패각이 서로 다른 탄산칼슘의 동질이상으로 구성되어 있는 것을 확인하였으며, 각각의 미세구조 특성에 의해 잔골재 대체재로 활용 시, 모르타르의 역학적 물성 차이에 영향을 미치는 것을 확인하였다.

• Steel and Composite Structures
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• 제51권3호
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• pp.271-288
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• 2024

The primary objective of this study is to investigate the production and performance characteristics of structural concrete incorporating varying proportions (0%, 25%, and 50% by volume) of pumice stone, as well as aluminum lathe as an additive at 0%, 1%, 2%, and 3%, under fire conditions. The experiment will be conducted over a period of up to 1 hour, at temperatures ranging from 24℃, 200℃, 400℃ and 600℃. For the purpose of this, a total of twelve test samples were manufactured, and then tests of compressive strength (CS), splitting tensile strength (STS), and flexural strength (FS) were performed on these samples.Next, a comparison was made between the obtained values and the influence of temperature. To achieve this objective, the manufactured samples were placed at temperatures of 200℃, 400℃, and 600℃ for a duration of 1 hour, and were subjected to the influence of temperature.These values at 24 ℃ were then contrasted with the CS results obtained from test samples that were subjected to the temperature effect for an hour at 200 ℃, 400 ℃, and 600 ℃. A comprehensive analysis of the test outcomes reveals that the incorporation of aluminum lathe wastes into a mixture results in a significant reduction in the compressive strength of the concrete. As a result of this adjustment, the CS values dropped by 32.93%, 45.70%, and 52.07%, respectively. Furthermore, It was shown that testing the ratios of pumice stone alone resulted in a decrease in CS outcomes. Additionally, it was found that the presence of higher temperatures is clearly the primary factor contributing to the decrease in the strength of concrete. Due to elevated temperatures, the CS values decreased by 19.88%, 28.27%, and 38.61% respectively.After this investigation, an equation that explains the connection between CS and STS was provided through the utilization of the data of the experiments that were carried out.