• Resources Recycling
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• v.23 no.5
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• pp.44-54
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• 2014

A standard plastic garbage bag which was discarded from Incheon Metropolitan City was composed of 4.5% recyclable resources (aluminum cans 0.2%, steel cans 2.5%, glass 1.8%), 92.5% resources with recoverable energy (papers 23.0%, plastics 15.5%, combustible etc. 54.0%) and 3.0% non-combustible etc. Recycling is more effective than landfilling for aluminum cans, steel cans, and glass. The energy recovery process using solid refuse fuel (SRF) is more effective than incineration for papers and plastics. Incineration is more effective than recycling for combustible etc. 2,068,948 Million Btu of total energy savings and 21,008 $MTCO_2E$ of total GHG reductions were obtained by the application of the proposed scheme. The total energy savings were equivalent to an economic benefit of 422 billion won per year. The total GHG reductions were equivalent to a GHG benefit of 4,119 passenger cars not running per year. The lower calorific value of the combustible materials was obtained to be 1,936 kcal/kg of papers, 5,079 kcal/kg of plastics and 2,462 kcal/kg of combustible other resources, respectively. If papers and plastics are properly mixed, the mixture can be used as SRF. The lower calorific value of combustible other resources does not meet the quality criteria for refuse derived fuel, therefore its components are inappropriate to used as solid refuse fuel.

• Applied Chemistry for Engineering
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• v.21 no.2
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• pp.217-223
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• 2010

In general, fiber-reinforced plastics (FRP) wastes are simply buried or burned. Landfill brings about a permanent contamination of soil due to the inability of FRP to decompose and incineration causes an issue of generating toxic gases and dusts. There have been several ways to treat the FRP wastes such as landfill, incineration, chemical recycling, material recycling and the utilization of energy from combustion. Most methods excluding material recycling are known to have critical limitations in economic, technical and environmental manners. However it is known that material recycling is most desirable among the methods handling FRP wastes. In this study, to investigate the purpose of feasibility of material recycling, various bulk molding compound (BMC) specimens were prepared with the various contents of unsaturated polyester resin binder (25, 30, 35 wt%) and the various replacement ratios of FRP wastes powder (0, 25, 50, 75, 100 wt%) substituted for filler. To evaluate the physical properties BMC specimens, various tests such as tensile strength, flexural strength, impact strength, hot water resistance and SEM imaging were conducted. As a results, mechanical strengths decreased with an increase of replacement ratio of FRP waste powder and physical properties of BMC specimens were deteriorated in the hot water resistance. The fluidity of BMC with more than 50 wt% of the replacement ratio of FRP wastes powder decreased remarkably, causing a problem in the BMC composite.

• Journal of the Korean Geotechnical Society
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• v.32 no.11
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• pp.73-81
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• 2016

Recently, the construction of onshore waste landfill sites has been studied due to the increase of waste and geosynthetics are widely utilized to enforce and protect waste landfill. Geosynthetics comprises the interface with soil and the seismic behavior and stability mostly depend on the dynamic shear behavior of the geosynthetic-soil interface. Therefore, the understanding of dynamic shear behavior and dynamic relative displacement of the interface is critical. The dynamic shear behavior of the interface is affected by surrounding conditions and loading and shows very complicated response, and, it is difficult to study theoretically. In this study, laboratory test to investigate dynamic relative displacement is performed under chemical condition. Dynamic interface apparatus is utilized and cyclic simple shear tests are conducted under short term (60 days of submerging period) and long term (840 days of submerging period) conditions. Consequently, relative displacement of the interface shows the largest values under acid condition, which means more severe damage of the interface.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.116-116
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• 2017

2012년 국내 총 폐기물(지정폐기물 제외) 발생량은 382,009 톤/일 으로 이 중 12.8%를 차지하는 생활폐기물 중 음식물 채소류폐기물 발생량은 13,209 톤/일 으로 대부분 소각 후 매립 처리되고 있다. 본 연구에서는 고수분 음식물 및 농업 폐기물을 재활용한 고형연료 제조에 필요한 열분해장치를 개발하고 실험을 통해 그 성능을 확인하고자 하였다. 본 연구를 위해 건조용량 50 kg/hr인 실험실용 열분해장치를 제작하였다. 건조 처리된 농업폐기물과 음식물 쓰레기를 열분해용 실험 원료로 사용하였다. 원료종류, 열분해 온도, 열분해 시간에 따른 농업폐기물과 음식물 쓰레기의 열분해 특성을 파악하였다. 농업부산물 건조물의 열분해 처리 결과, 열분해 처리능력은 평균 55.35 kg/hr, 저위발열량은 평균 3,333 kcal/kg으로 측정되었다. 농업부산물을 단순 건조 처리한 경우 고위발열량은 3,400 kcal/kg, 저위발열량은 3,090 kcal/kg으로 측정되어 열분해처리로 발열량이 향상됨을 알 수 있다. 음식물 쓰레기 건조물의 열분해 처리조건 및 결과, 열분해 처리능력은 평균 88.27 kg/hr, 저위발열량은 평균 4,016 kcal/kg으로 측정되었다. 음식물 쓰레기를 단순 건조 처리한 경우 고위발열량은 4,040 kcal/kg, 저위발열량은 3,686 kcal/kg으로 측정되어 열분해처리로 발열량이 향상됨을 알 수 있다. 열분해 처리능력은 연구목표치인 50 kg/hr보다 높게 나타났으며, 저위발열량은 연구목표치인 4,000 kcal/kg 보다 다소 높게 나타났다. 다만 저위발열량 측정 기준 함수율이 습량기준으로 약 10%로 추정되는 바 5%로 조절하고, 열분해 열풍온도를 $200^{\circ}C$ 까지 상승시키면 발열량이 훨씬 향상될 것으로 판단된다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.3 no.1
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• pp.34-42
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• 2015

The paper investigates environmental hazards and characteristics of the artificial lightweight aggregate manufactured by using dyestuff sludge from dyeing industrial complex. The dyestuff sludge used in this study is chemically treated with Ti and Fe salt for the purpose of recycling. The artificial lightweight aggregate is manufactured through 3 step; 1) Selecting the optimum moisture content by evaluating plasticity from the mixing ratio of the clay and sludge, 2) shaping round type based on the optimum mixing ratio, 3) drying and Sintering process. Based on KS F 2534 "Lightweight Aggregate for Structural concrete", the particle size, fineness modulus, the density, absorption, unit volume weight, stability and environmental hazards of the manufactured lightweight aggregate are evaluated. Experimental results show that the particle size and fineness modulus is out of the range. However, it is observed that other physical properties are within criteria. In addition, it is confirmed that the problem of the particle size and fineness modulus could be solved in the manufacturing process.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.147-154
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• 2008

Experimental study has been performed in order to investigate the behavior of RC beams strengthened with externally unbonded post-tensioned CFRP (Carbon Fiber Reinforced Polymer) strips using embedded or stud-type plate anchorages. Total 10 small-scaled specimens were manufactured with the different post-tensioning level and types of mechanical anchorage as a main test parameter. A control specimen and specimens with simply bonded CFRP strips were included to compare the structural performances of each system. From the test results, it was observed that the specimens strengthened with simply bonded CFRP strips showed debonding failure below 50% of CFRP tensile strength due to premature debonding. On the other hand, all the specimens strengthened with post- tensioned unbonded CFRP strips reached the rupture strength of the CFRP strip. Also, it was observed that the specimens with stud-type anchorage have equivalent strengthening performance compared with embedded-type anchorage.

• Resources Recycling
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• v.10 no.1
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• pp.7-15
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• 2001

We can reuse the portion of simple reclamation and the construction by-products. Until now, we have discarded concrete by simply throwing away or dumping in underground. Therefore, we attempted to propose the technical directions for the reuse of waste concrete as the recycled concrete aggregates and concrete structural materials. As a testing result, It is reasonable that standards are substitution of recycled aggregates under 30%, maximum steel ratio, under 70% of balanced steel ratio, under shear span ratio 0.2 for deep beam criteria for safety and Zsutty's equation is reasonable for estimation of factored shear strength

• Journal of the Korean Society of Hazard Mitigation
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• v.5 no.1 s.16
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• pp.77-84
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• 2005

Amount of demolished concretes is highly produced as dismantlement of structures to increased owing to usage alteration and deteriorated of concrete structures, but most of them have been used as material for simple reclamation. Therefore, if demolished concrete could be recycled as aggregate for concrete. it will contribute to solve the exhaustion of nature aggregate, in terms of saving resources and protecting environment, especially being want of resources in Korea. In this study it was investigated into experimental results that were carried out demolished concrete recycled aggregate gained from dismantled real structures and source concrete recycled aggregate produced according to respectively 5 steps of replacement ratio for recycling as pavement concrete aggregate.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.71.1-71.1
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• 2013

메탄가스와 이산화탄소는 지구온난화 가스이기 때문에 배출규제가 점차 강화될 것으로 전망되고 있다. 또한 이들 가스는 매립지 또는 바이오 공정을 통해 발생되는 가스이기 때문에 단순히 배출을 억제하는 데 그치지 않고 보다 적극적으로 활용해야할 필요성이 있다. 현재 메탄과 이산화탄소를 동시에 활용하는 기술로는 촉매공정을 통해 메탄과 이산화탄소를 수소와 일산화탄소로 전환하는 방법이 대표적이나, 본 공정은 $800{\sim}900^{\circ}C$의 고온조건을 필요로 하고 고압조건에서 다량으로 생성되는 탄소에 의한 촉매 활성도의 저하문제로 인해 해당 기술의 실제 보급에 어려움이 있는 것으로 알려져 있다. 한편, 플라즈마를 활용한 메탄가스 개질(reforming) 기술은 고온 플라즈마인 경우 60~70년 전부터 상용화 사례가 있으며, 저온 플라즈마의 경우는 약 10여 년 전부터 개질반응의 공정온도를 낮추려는 연구를 중심으로 기초연구가 수행되어왔다. 이들 플라즈마를 활용한 메탄개질 기술은 메탄의 직접분해, 부분산화, 수증기 개질 및 건식개질 등으로 분류되는 데, 최근 지구온난화가스인 이산화탄소의 처리에 대한 관심이 높아지면서 이산화탄소를 활용하는 건식개질 기술에 대한 관심이 높아지고 있는 상황이다. 현재 플라즈마 건식개질기술에서 주된 이슈는 높은 전력비용이고, 이를 낮추기 위해 촉매를 활용하거나 플라즈마 발생을 최적화하려는 연구가 진행되고 있다. 본 발표에서는 플라즈마를 활용한 건식개질 기술의 장단점, 실용화 가능성 및 향후의 과제를 다루고 있으며, 이를 위해 기계연구원에서의 연구결과 및 국내외 연구실의 결과를 살펴보았다.

• Journal of the Korean GEO-environmental Society
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• v.15 no.4
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• pp.5-11
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• 2014

Recently, there have been various lifeline installations constructed in the underground space of urban area due to the effective use of land. For newly installed lifelines or the management of the installed lifelines, many construction activities of excavation and backfilling are observed. Around these area, there are possibilities of collapse or excessive settlement due to the leaking of the pipe or unsatisfactory compaction of backfill material. Besides, construction costs can be saved since the on-site soils are used. The application of this liquidity filling material is not only to the lifeline installation but also to underpin the foundation under the vibrating machinery. On the evaluation of the applicability of this method to this circumstance, the strength should be investigated against the static load from the machine load as well as the vibration load from the activation of the machine. In this study, the applicability of the liquidity fill material on the foundation under the vibrating machinery is assessed via uniaxial compression and resonant column tests. The liquidity filling material consisting of the on-site soils with loess and kaolinite are tested to investigate the static and dynamic characteristics. Furthermore, the applicability of the reclaimed ash categorized as an industrial waste is evaluated for the recycle of the waste to the construction materials. The experimental results show that the shear modulus and 7 day uniaxial strength of the liquidity filling material mixed with reclaimed ash show higher than those with the on-site soils. However, the damping ratio does not show any tendency on the mixed materials.