• 한국지하수토양환경학회지:지하수토양환경
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• 제21권2호
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• pp.1-7
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• 2016

Ferrous slag is a by-product from steel making process and waste concrete is generated from construction activities. Large part of ferrous slag and waste concrete are recycled as construction materials. However, Ca²⁺ leaching out of ferrous slag and waste concrete in the water-contacting environment can cause a strength change. Strength can be reduced due to the dissolution of solid form of CaO which is one of the main contents of ferrous slag and waste concrete. On the other hand, strength can be enhanced due to the pozzolanic reaction of cementitious components with water. In this study, steelmaking slag, blast furnace slag, and waste concrete were aged by exposure to raining events, and the change of their compaction and shear strength characteristics was investigated. Optimum moisture content of all materials used in this study increased with aging period while maximum dry unit weight slightly decreased, implying that the relative contents of fine particles increased as the CaO solid particles were dissolved. Internal friction angle and shear strength of recycled materials also increased with aging period, indicating that the materials became denser by the decrease of void ratio attributed to the fine particles generated during the weathering process and the development of cementitious compounds increasing the bonding and interlocking forces between the particles. The results of this study demonstrated that mechanical strength of recycled materials used as construction materials has little chance to be deteriorated during their service life.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 추계학술대회
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• pp.277-280
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• 2000

Annually a greate many of mineral demolition wastes consisting mainly of concrete and bricks, is produced in Korea. Waste concrete present a significant potential as construction material. Therefor a series of test was peformed on waste concrete to evaluate adsorption for Cu and Pb.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.49-50
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• 2014

Dredged sea soil contains various contaminants. First priority to recycle dredged sea soil is to pretreat it to remove various contaminants because recycling dredge sea soil without any pre-treatment may cause a secondary contamination due to the leaching of hazardous chemicals. In this study, pretreated dredged sea soil was used to investigate pozzolanic activity. The properties of pretreated dredged sea soil were investigated, the method for heat treatment was determined, and the compressive strength of mortar using dredged sea soil was examined to evaluate pozzolanic activity. According to the results, pretreated dredged sea soil has some possibility to work as a pozzolanic material. When dredged sea soil was heat treated for 90min at 550℃, compressive strength was shown to be comparable to that of plain cement mortar.

• 한국지하수토양환경학회지:지하수토양환경
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• 제18권1호
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• pp.85-93
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• 2013

This study is conducted to evaluate the leaching of contaminants from mine tailing by natural water and finally to estimate the leaching and transportation of heavy metal contaminants by rainfall. In order to identify contaminated heavy metal of soil, 17 soil, 2 tailing and 2 waste dump and 2 control samples were taken at mine area and analyzed total metal contents. The leaching experiments were conducted using distilled water. Cu, Pb, Zn was extracted from the reddish mine tailing in a short period time, especially the extraction rate of Cu (45.0%) was highest. The contaminants were leached from the yellowish mine tailing within an hour and the leaching rate of Cd (42.0%) and Zn (17.2%) were relatively high. The reddish soil from the waste dump showed leaching of Cu (5.1%), Pb (4.0%) and Zn (3.3%), however the leaching rate was low except Mi (14.2%). From the yellowish soil sampled from the dumping site, the leaching of Cu (8.2%) and Ni (9.7%) was high while the leaching of Zn (0.2%) were relatively low.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.116-117
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• 2021

This study examined basic mechanical properties by developing eco-friendly soil concrete using Masato particulate matter treated as waste. Experiments show that DG10 satisfies the compressive strength criterion, but for DG20, the criterion was not reached. As the mixing volume of Masato particulates increased, the compressive strength and slump decreased, and in the case of the compression strength test after freezing and melting, it was found that the standards were not met.

• 한국건설관리학회논문집
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• 제9권1호
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• pp.77-86
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• 2008

최근 국내외적으로 친환경에 대한 국제적인 관심이 증가됨에 따라, 건설 산업 측면에서도 친환경적인 생산시스템 구축을 위한 노력이 요구되고 있다. 이에 부응하기 인해 건설폐기물 재활용과 관련하여 다양한 실무와 연구가 진행되고 있지만, 현장조사결과 '건설현장'과 '폐기물 처리업체'에서 수행하고 있는 폐기물 처리과정 및 처리방안이 상호 효과적으로 지원하고 있지 못하여 폐기물 재활용 저해요소로서 작용하고있는 실정이다. 따라서 본 연구에서는 건설폐기물의 재활용을 활성화시키는 방안으로써, '건설현장'과 '폐기물 처리업체'의 건설폐기물 처리과정에서 폐기물 재활용을 저해하는 요인을 도출하고, 이를 기반으로 개선방향을 제시하고자 한다. 이러한 연구목표를 달성하기 위해, 먼저 광범위한 문헌조사를 통해 대표적인 건설폐기물 종류(폐 콘크리트, 폐 아스팔트, 폐 토사, 폐 벽돌, 폐 합성수지, 폐 목재)를 선정하였고, '건설현장'과 '폐기물 처리 업체'를 대상으로 전문가 면담을 실시하여, 이들 개별 폐기물의 처리과정 조사를 통해서 폐기물 재활용 저해요인을 조사하였다. 또한, 전문가 면담 결과로 파악된 폐기물 재활용 저해요인을 설문조사를 통해 중요도 및 우선순위를 파악하였다. 이를 기반으로 현행 건설폐기물 처리 프로세스를 개선함으로써, 재활용 효율화 방안을 제시하였다.

• 한국도로학회:학술대회논문집
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• 한국도로학회 2004년도 춘계학술대회 논문집
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• pp.25-28
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• 2004

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.805-812
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• 2009

Permeation water resulting in the reclaimed land of waste can possibly cause the second pollution, such as the underground water and environmental pollution. Accordingly, Liner layer has been installed in the reclaimed land of waste to block and purify permeation water and prevent this second pollution. The material used as Liner layer is the one for water resistance and that of less than permeability coefficient $1{\times}10^{-7}cm/sec$ is widely used. As it is very difficult to secure in bulk this natural clay with low permeability around the field, the suitable way to secure low permeable material is that we use blend with good watertighness by mixing it with natural soil which is spread in the site. While this mixed soil which can resist water is commonly used in the site, bentonite mixed soil which is widely used as Liner layer in the reclaimed land of waste is recognized in Liner and durability. In this study, the engineering characteristics of soil-bentonite mixed liner are investigated using the laboratory hydraulic conductivity and uni-axial strength tests. The soil used for the liner is the clay soil located near the site. Mixing ratio of the bentonite which satisfies the requirement of hydraulic conductivity is determined and the optimum mixing ratio of bentonite is recommended for the landfill. After the mixed liner is constructed using the optimum mixing ratio of bentonite, the block samples of the constructed liner are obtained and the strength tests were performed. The hydraulic and strength properties of the liner for construction of the waste landfill were both satisfactory.

• 콘크리트학회논문집
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• 제11권4호
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• pp.13-20
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• 1999

Recently, the study for practical construction application no recycled aggregate concrete is actively being proceeded, on the purpose of technical development for recycling on the construction waste concrete occurred at the time of destruction of building construction by the rapid increase of building wastes and exhaustion of natural aggregates. But, the durability of investigation with all sorts of fluidity and engineering property for application recycled aggregate concrete to practical construction must be done at the same time. Especially, because of the real condition for chemical attack of concrete construction by the acid rain, acidification of soil, deepening of air pollution and dirty water etc. being come to the fore a serious problem, the study on the chemical soundness of concrete durability must be accompanied. This study is composed as: I series: Analysis for chemical soundness of aggregates. II series: Analysis for chemical soundness of natural and recycled aggregate concrete against $Na_2$$SO_4$ solution in drying and wet curing condition ($at20~80^{\circ}C$).

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.81-82
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• 2023

As part of a study to utilize recycled aggregates in the construction industry, this paper attempted to examine recycled aggregates from waste concrete, a construction waste, and red mud, an industrial by-product, by applying them to earthen concrete packaging materials. As a result, it was found to satisfy the compressive strength standards for parking lots of SPS-KSCICO-001-2006, and its applicability in the construction industry was judged.