• Proceedings of the Korean Radioactive Waste Society Conference
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• 2007.11a
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• pp.375-375
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• 2007

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1998.11a
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• pp.321-326
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• 1998

폐콘크리트양은 건설폐기물 발생량의 약 50%정도인 연간 약 500만톤 이상으로 추정하고 있다. 따라서, 건설폐기물인 폐콘크리트에 대한 적절한 기술적 처리와 재활용 시스템이 구축된다면 도로포장 및 기타 포장 하층노반재료, 재생 입도조정쇄석, 건축물의 기초재, 토목 구조물의 기초재, 공작물의 되메우기 재료 등으로 활용될 수 있어 폐기되어버릴 단순한 쓰레기가 아니라 오히려 재활용 용도를 적극 개발하여야 할 중요한 자원이라고 볼 수 있다. 본 연구의 목적은 여러가지 건설 폐기물 중에서도 재활용 가능성이 높으며 구조물 해체시 다량으로 얻어지는 폐콘크리트를 대상으로 건설공사에 재이용하기 위해 폐콘크리트 골재를 사용한 재생콘크리트의 공학적 특성을 실험을 통해 검토하고자 하는 것이다. (중략)

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2002.11a
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• pp.335-340
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• 2002

P.P밴드는 우리 일상생활에서 값싸고 흔히 쓰인다. 이사 때 또는 물품을 상자로 구입시, 운반시 띠를 공구를 써 매어두는 포장용으로 많이 쓰인다. 문제는 이들 밴드들이 다시 풀기 위해서 절단한 뒤 쓰레기통에, 또는 기타 폐기처리 되는 경우가 너무도 많아서 재활용 차원의 연구가 필요하다는 것이다. 콘크리트 재료의 인장력이 부족한 측면을 보완하고 압축강도가 감소되지 않는다면 어느 정도 그 의미를 찾을 수 있을 것으로 판단된다. P.P밴드(Propylerene) 자체의 인장강도는 190kg을 갖고 있어 포장용으로는 더 없는 소요내력을 값싸게 제공하고 있다.(참고.1)(중략)

• Cement Symposium
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• s.49
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• pp.25-26
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• 2022

Coal ash generated from thermal power plants has been used as alternative raw material for cement production. But when using buried coal ash, careful attention is needed because it contains some amount of moisture and chlorides which can cause problems in production process. In this project, cement production process and quality control technology for using buried coal ash as cement raw material has been being developed.

• 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 Radioactive Waste Society Conference
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• 2007.05a
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• pp.221-222
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• 2007

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2007.05a
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• pp.252-252
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• 2007

• 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 Korea Concrete Institute
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• v.13 no.1
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• pp.23-29
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• 2001

This study presented the experimental results on the durability properties of recycled aggregate concrete incorporating fly ash. The main experimental variables were the substitution ratio of recycled aggregate and fly ash, where the substitution ratios of recycled aggregate were 0, 30, and 50%, and those of fly ash were 0, 10, 20, and 30%. The tests for evaluating compressive strength, freezing-thawing resistance, and drying shrinkage were conducted for each specimen. As a result, the compressive strength and the durability of the recycled aggregate concrete were compared from those of ordinary concrete. The followings were conclusion; The compressive strengths of recycled aggregate concrete were less than those of ordinary concrete by 5-10%. However, the durability factor of recycled aggregate concrete remained above 90% at the substitution ratio of 30%. The quality of recycled aggregate concrete were improved by substitution at the range of less that 20% of fly ash and 30% of recycled aggregate.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2007.11a
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• pp.408-411
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• 2007

Many studies are currently in progress concerning about recycling due to the environmental problems and the drain of the resources. Nowaday, the problems on wastes are increasing thus studies on the construction waste are necessary which is the greater part of domestic wastes. And much more studies on the waste concrete which takes a large part of construction wastes are in progress but the studies on how to handle the waste concrete economically are unsatisfactory. This study suggests the analyzation of the economical way of handling the waste concrete by processes depending on the cost which needed in the each process, and can be the fundamental data of the future construction waste recycling system.