• Geomechanics and Engineering
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• 제19권1호
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• pp.37-47
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• 2019

The main objective of this study is to evaluate and compare the efficiency of ordinary Portland cement (OPC) in enhancing the unconfined compressive strength of soft soil alone and soft soil mixed with recycled tiles. The recycled tiles have been used to treat soft soil in a previous research by Al-Bared et al. (2019) and the results showed significant improvement, but the improved strength value was for samples treated with low cement content (2%). Hence, OPC is added alone in this research in various proportions and together with the optimum value of recycled tiles in order to investigate the improvement in the strength. The results of the compaction tests of the soft soil treated with recycled tiles and 2, 4, and 6% OPC revealed an increment in the maximum dry density and a decrement in the optimum moisture content. The optimum value of OPC was found to be 6%, at which the strength was the highest for both samples treated with OPC alone and samples treated with OPC and 20% recycled tiles. Under similar curing time, the strength of samples treated with recycled tiles and OPC was higher than the treated soil with the same percentage of OPC alone. The stress-strain curves showed ductile plastic behaviour for the untreated soft clay and brittle behaviour for almost all treated samples with OPC alone and OPC with recycled tiles. The microstructural tests indicated the formation of new cementitious products that were responsible for the improvement of the strength, such as calcium aluminium silicate hydrate. This research promotes recycled tiles as a green stabiliser for soil stabilisation capable of reducing the amount of OPC required for ground improvement. The replacement of OPC with recycled tiles resulted in higher strength compared to the control mix and this achievement may results in reducing both OPC in soil stabilisation and the disposal of recycled tiles into landfills.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.173-176
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• 2004

This study is contents about the method which separates ASCON, the tiles and the reds bricks in recycled aggregates. The method of separation used difference of specific gravity.

• 한국건설순환자원학회지
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• 제17권4호
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• pp.56-64
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• 2022

• 한국제4기학회지
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• 제23권2호
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• pp.13-33
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• 2009

안창리 유적지에서 출토된 기와를 대상으로 제작기법을 추정하기 위해, 기와 9점과 벅체 5점을 대상으로 하여, 실제현미경관찰, 편광현미경관찰, X-선 회절분석을 실시하였다. 기와를 제작할 때, 성형을 위해 비짐을 첨가하는 대신 기존의 기와편 등을 잘게 부셔 넣은 것으로 보인다. 철분이 많은 미세한 덩어리나, 폐기된 벽체 등에서 얻은 재료를 재활용하여 비짐으로 사용(chamotte)한 흔적이 기와 및 벽체에서 흔히 관찰된다. 또한 어떤 것은 chamotte 내에 다른 chamotte가 들어 있어 수차에 걸친 재활용도 이뤄졌을 것으로 보인다. 구성광물 조합에서 추정한 기와와 벽체의 소성온도에 따라 저온형($800^{\circ}C$ 이하), 중간형($800-930^{\circ}C$), 고온형($930^{\circ}C-1470^{\circ}C$)으로 분류하였다. 그 중에서 가장 고온에서 소성된 것은 조선시대의 것인 A8과 AW5로 판단된다.

• 한국세라믹학회지
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• 제42권3호
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• pp.193-197
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• 2005

폐유리와 점토를 이용하여 일축 가압 성형법으로 타익을 제조하였다. 유리함량, 소성온도 및 소성시간에 따른 타일의 흡수율, 밀도, 겉보기 기공률, 압축강도, 마모감량 등을 고찰하였다. 소성온도 및 유리함량이 증가함에 따라 타일의 특성은 향상되었다. 폐유리를 $70wt.\%$ 사용하고 $1,050^{circ}C$에서 소성한 타일이 가장 우수한 특성을 나타내었으며, 이 때의 흡수율, 밀도, 겉보기 기공률, 압축강도, 마모감량은 각각 $0.9\%,\;2.3g/cm^3,\;2.1\%$, 210 MPa, 0.022g이었다. 이는 유리상의 혈성에 의잔 결과로서 타일의 기공 감소 및 치밀화에 기여하기 때문이다. 제조된 타일의 특성은 상용화되고 있는 일반 자기질 타일과 비교하여 우수한 특성을 나타내고 있으며, 바닥 및 내$\cdot$외벽용 무유타일로 적용 가능할 것이다.

• Advances in environmental research
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• 제9권4호
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• pp.285-294
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• 2020

Growth of any country rest in the consumption of industrial wastes for its infrastructure amenities. Countries like India positively desires a vital utilization of industrial waste resembling paper sludge in the construction industry to make various building materials. Also, it is the duty of all civil engineers or researchers to attach them in mounting new materials from the waste dumped as land fillings. In every construction project, about 70% of cost accounts for the procurement of materials. If this, can be minimized consequently the cost of construction will certainly be condensed. Research has established that the waste paper sludge can be reused in the construction field for a probable scope. The construction diligences munch through a massive quantity of non-renewable resources. On the additional dispense, more waste paper board sludge ends up in landfills or dumpsites than those recycled. Consequently, waste paper sludge for use as a construction material composes a step towards sustainable development. Keeping this in mind an endeavor has been made to utilize paper board sludge acquired from the paper board industry and used with several pozzolanic and cementitious materials for a specific purpose. The addition of paper sludge has been varied from 0% to 20% by weight of cement. The tests done with the samples expose that four samples showed significant outcomes with remarkable strength and durability properties which guide to move for the next phase of research for producing lightweight tiles.

• 한국건축시공학회지
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• 제21권4호
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• pp.281-291
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• 2021

건설산업의 환경부하를 최소화하기 위해서는 건축 자재의 친환경성을 강화하고 내구수명을 연장하여 신축 및 철거를 최소화의 필요성이 있다. 따라서 이러한 문제점을 개선하기 위해 많은 한옥의 지붕마감 공법이 제안되었지만 현재는 경제성, 무게, 내구성 등의 문제점으로 기존공법을 사용하는 추세이다. 한옥 건물의 지붕재로 사용되는 점토기와의 제조방법에 경주에서 생산된 기와용 점토와 고령토와 S사의 재활용 FNS(Ferro Nickel Slag) 활용하여 문제를 해결하고자 연구를 진행하여 한국전통 점토기와의 개발 특성과 재료를 연구하고 관련 기초자료를 제시한다.

• 한국결정성장학회지
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• 제28권6호
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• pp.256-262
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• 2018

화력발전소에서 발생하는 폐기물인 플라이애시(fly ash)는 현재까지도 상당량이 재활용되지 못하고 매립되어 환경오염 및 막대한 경제적 비용을 발생시키고 있다. 본 연구에서는 플라이애시를 건축 도자타일의 점토 원료를 대신함과 동시에 양산 공정을 그대로 적용하여 최종 제품을 제조하였다. 광물형 원료를 사용하여 소지와 1차(엔고베)와 2차(표면) 유약을 제조하고, 신속 소성(fast firing) 과정을 적용하여 도자타일을 제조한 후 도자타일의 성능을 측정하였다. 특히 소지에 첨가되는 석회석 함량을 증가시켜 플라이애시 첨가에 따른 도자타일 성능에 미치는 영향에 대하여 고찰하였다. 플라이애시가 첨가된 다공성 도자타일은 굽힘 강도와 흡수율, 뒤틀림 및 내마모성은 우수하지만 오토클레이브 실험을 통한 내구성은 크게 저하된 것을 확인하였다. 반면에 석회석을 첨가할 경우 도자타일의 흡수율과 뒤틀림 및 수화팽창은 증가하는 결과를 보이지만, 플라이애시가 첨가된 도자타일의 내구성을 크게 향상시키는 것으로 확인되었다. 결론적으로 플라이애시와 석회석 첨가를 통하여 국내 건축기준을 만족하면서 기존 도자타일 성능과 유사한 플라이애시 재활용 건축 도자타일을 제조할 수 있었다.

• Geomechanics and Engineering
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• 제18권4호
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• pp.427-437
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• 2019

Waste materials are being produced in huge quantities globally, and the usual practice is to dump them into legal or illegal landfills. Recycled tiles (RT) are being used in soil stabilisation which is considered as sustainable solution to reduce the amount of waste and solve the geotechnical problems. Although the stabilisation of soil using RT improved the soil properties, it could not achieve the standard values required for construction. Thus, this study uses 20% RT together with low cement content (2%) to stabilise soft soil. Series of consolidated undrained triaxial compression tests were conducted on untreated and RT-cement treated samples. Each test was performed at 7, 14, and 28 days curing period and 50, 100, and 200 kPa confining pressures. The results revealed an improvement in the undrained shear strength parameters (cohesion and internal frication angle) of treated specimens compared to the untreated ones. The cohesion and friction angle of the treated samples were increased with the increase in curing time and confining pressure. The peak deviator stress of treated samples increases with the increment of either the effective confining pressures or the curing period. Microstructural and chemical tests were performed on both untreated and RT-cement treated samples, which included field emission scanning electron microscopic (FESEM), Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), and energy dispersive X-ray spectrometer (EDX). The results indicated the formation of cementation compounds such as calcium aluminium hydrate (C-A-H) within the treated samples. Consequently, the newly formed compounds were responsible for the improvement observed in the results of the triaxial tests. This research promotes the utilisation of RT to reduce the amount of cement used in soil stabilisation for cleaner planet and sustainable environment.

• 대한건축학회논문집:구조계
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• 제36권4호
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• pp.153-161
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• 2020

This study investigates the recycling potential of demolition waste (DW) according to building structure, while considering economic aspects. For that, this study surveyed 1,034 residential buildings to collect reliable information on demolition waste generation rates (DWGRs). This study suggested a method for operational cost calculation for each stage and carried out an inventory analysis. The economic value of recycled DW materials was also calculated. And then, the recycling potential(RP) was calculated by building structures and waste types. RP by building structure was low (27-40%), and RP was found in the order of masonry-block, wooden, RC and concrete-brick. By type of DWs, the RP of aggregates was considerably lower than 7%, and DWs such as wood, plastics, and metals showed more than 100% RP. Considering the results of this study, In order to improve the RP of buildings and DWs, the diversification of products that recycled waste like aggregates (i.e., mortar, concrete, bricks, blocks, tiles) and the development of high value-added products are considered to be the most urgent problems. Based on the above RP results, this study proposed a more advanced method for life cycle assessment of buildings and demolition waste.