• 한국세라믹학회지
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• 제45권2호
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• pp.99-104
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• 2008

Zeta potential, sedimentation bulk density and rheology in the dispersion system have been studied in terms of solid loading (40-55 vol%), and types of additives. Ammonium polymethacrylate, glycerol, ethoxylated acetylenic diol, and polyvinyl alcohol have been used as the dispersant, cryo-protectant, surfactant, and binder, respectively. Sedimentation density greatly increased upon adding dispersant; the effect was more pronounced with ionic alumina suspension compared with covalent silicon carbide. With further addition of cryo-protectant and surfactant to dispersant, the sedimentation density increased somewhat. The suspension viscosity generally behaviored in an opposite manner to the sedimentation density, i.e., high sedimentation gave low high-shear viscosity, indicative of low order structure formation in the suspended particles. Shear rate rheology in shear rate of $2-300\;sec^{-1}$ showed a shear thinning and its onset began at similar shear rate (${\sim}100\;sce^{-1}$), regardless of solid loading.

• 대한기계학회논문집A
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• 제40권10호
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• pp.865-871
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• 2016

조직 공학에서는 전통적인 인공지지체 제작 방식인 가스 발포, 염 침출, 스폰지 복제 그리고 동결주조 법 등이 이용되고 있다. 하지만 다양한 공극 형태 및 크기를 가지고 있어서 세포 상호 작용 효과 및 충분한 기계적 특성에 한계가 있다. 그러나 열 용해 적층 법은 조직공학에서 폴리머 재료를 이용하여 다양한 3차원 인공지지체를 제작할 수 있는 가장 적절한 기술이다. 따라서 본 연구에서는 PCL 몰드를 제작하고 실리카와 알긴산 나트륨 염을 포함하는 세라믹 슬러리를 제조하여 몰드에 주입시켰으며, 1일 동안 자연 건조를 시켰다. 제작된 3차원 슬러리 몰드는 PCL 몰드의 제거 및 슬러리를 경화시키기 위해 $100^{\circ}C$의 오븐에서 2시간 열처리 되었고, 열처리 후에 $1100^{\circ}C$에서 소결되었다. 제작된 인공지지체는 주사전자현미경을 통해 관찰되었고, 압축 시험을 통해 알긴산 나트륨 염의 혼합량에 따른 인공지지체의 기계적 특성은 평가되었다.

• 한국재료학회지
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• 제34권6호
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• pp.291-302
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• 2024

In this paper, iron ore tailings (IOT) were separated from the tailings field and used to prepare cement stabilized macadam (CSM) with porous basalt aggregate. First, the basic properties of the raw materials were studied. Porous basalt was replaced by IOT at ratios of 0, 20 %, 40 %, 60 %, 80 %, and 100 % as fine aggregate to prepare CSM, and the effects of different cement dosage (4 %, 5 %, 6 %) on CSM performance were also investigated. CSM's durability and mechanical performance with ages of 7 d, 28 d, and 90 d were studied with the unconfined compression strength test, splitting tensile strength test, compressive modulus test and freeze-thaw test, respectively. The changes in Ca²⁺ content in CSM of different ages and different IOT ratios were analyzed by the ethylene diamine tetraacetic acid (EDTA) titration method, and the micro-morphology of CSM with different ages and different IOT replaced ratio were observed by scanning electron microscopy (SEM). It was found that with the same cement dosage, the strengths of the IOT-replaced CSM were weaker than that of the porous basalt aggregate at early stage, and the strength was highest at the replaced ratio of 60 %. With a cement dosage of 4 %, the unconfined compressive strength of CSM without IOT was increased by 6.78 % at ages from 28 d to 90 d, while the splitting tensile strength increased by 7.89 %. However, once the IOT replaced ratio reached 100 %, the values increased by about 76.24 % and 17.78 %, which was better than 0 % IOT. The CSM-IOT performed better than the porous basalt CSM at 90 d age. This means IOT can replace porous basalt fine aggregate as a pavement base.