• 한국농공학회지
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• 제42권6호
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• pp.90-97
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• 2000

In this study, the variation of unit weight and unconfined compressive strength were investigated, calcium carbonate, quicklime, portland cement, 19mm length monofilaments and fibrillated fiber were used as reinforcement materials. And calcium chloride was added to cement and calcium carbonate reinforced soil mixture in order to accelerate setting and hardening speed. It appears that unit weight is highest in calcium carbonate reinforced soil mixture with mixing rate of 9%. According to increasing the amount of fiber in soil mixture, the unit weight decreased. It shows that the more the amount of monofilament fiber is added in soil mixture, the higher the compressive strength is, but the compressive strength is decreased in fibrillated fibrillated fiber added soil mixture with more than 1.0% of mixing rate.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.239-244
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• 1999

In this study , the variation of dry density and unconfined compressive strength were investigated, calcium carbonate, quicklime, portland cement, 19mm monofilaments and fibrilllated fibers were used as reinforcement materials. And calcium chloride was added to cement and calcium carbonate reinforced soil mixture in order to accelerate setting and hardening speed. It appears that dry density is highest in calcium carbonate reinforced soil mixture with 9% of mixing rae. According to increasing the amount of fibers, in soil mixture , the dry density decreased. The more the amount of monofilament fibers is the higher the compressive strength. But the compressive strength is decreased in fibrrillated fiber added soil mixture with more than 1.0% of mixing rate.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 1999년도 Proceedings of Pre-symposium of the 10th ISWPC
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• pp.159-163
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• 1999

Model experiments were conducted to investigate the effect of different fillers on the removal of toner ink. Combinations of different papers (commercial photocopy paper and filler-free paper), fillers (calcium carbonate, kaolin clay, and talc), and chemicals(1-octadecanol, stearic acid, oleic acid, and TOFA) and stearic acid were found to be effective in detachment and agglomeration of toner ink. Furthermore, pH had little effect on toner detachment and agglomeration, indicating both protonated fatty acids and their anions are equally effective. In the presence of either kaolin clay or talc, all these agglomerating agents are equally effective, although a slightly higher dosage(1% for clay and 2% for talc as compared with control) is required, presumably due to the adsorption of chemical by the filler. Calcium carbonate filler, on the other hand, has a significant and adverse effect on the fatty acids used but has little effect on 1-octadecanol with the exception of possible adsorption. While stearic acid is not effective, a much higher level of oleic acid or TOFA is needed when calcium carbonate fillers are present as compared to the filler-free case. Fatty acids react with calcium carbonate to form calcium salts. The availability of fatty acid anion for toner detachment and agglomeration is determined by the solubility of calcium salt of a given fatty acid. Calcium oleate is 10 times more soluble in water than calcium stearate.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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• pp.105-106
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• 2005

• Journal of Periodontal and Implant Science
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• 제21권2호
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• pp.192-192
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• 1991

• Journal of Periodontal and Implant Science
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• 제22권2호
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• pp.207.1-207.1
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• 1992

• 한국해양학회지
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• 제10권2호
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• pp.45-50
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• 1975

Over 50 carbonate samples were collected from the Geumgeri coast, Jin Island Textural characters, percent calcium carbonate and nature of the carbonate sediment were determined. Apparently the carbonate beach sediments were derived from the adjacent nearshore. The carbonate sediments contain over 90 percent of molluscan sheel particles, especially oyster shell fragments. The volumetric contribution of the shell fragment to the carbonate sediments is so large that the pre-existed oyster-reef like banks in the nearshore off the Geumgeri coast, Jin Island represent a spectacular example of carbonate sedimentary processes.

• 한국구조물진단유지관리공학회 논문집
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• 제24권4호
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• pp.55-63
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• 2020

본 연구는 석고의 존재 유무 및 탄산칼슘의 첨가에 따른 활성 슬래그 페이스트의 역학적 성능과 반응생성물을 연구한다. 활성 슬래그 페이스트의 자극제는 CaO 및 NaOH가 사용되었으며 자극제의 함량을 두 수준으로 결정하여 그 특성을 압축강도 실험과 방사광가속기 X-선 회절분석을 통해 조사하였다. CaO-활성 슬래그의 경우 석고가 존재하지 않는 경우 탄산칼슘의 첨가는 초기 수화를 촉진하는 충진효과만 발휘하는 것으로 나타났으며, 재령 28일에는 역학적 성능 향상을 보이지 않는 것으로 나타났다. 반면, 석고가 존재하는 경우 에트린자이트의 상안정성에 기여하며 높은 수준의 강도향상을 보였다. NaOH를 자극제로 사용하는 경우 석고가 존재하지 않는 경우 역학적 성능변화는 미비한 것으로 조사되었으나, 석고가 존재하는 경우 SO₃^2- 이온과 CO₃^2- 이온의 이온경쟁으로 반응생성물의 결정화도는 낮추며 역학적 성능을 저해하는 것으로 조사되었다.

• 한국지반환경공학회 논문집
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• 제13권5호
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• pp.51-57
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• 2012

본 연구에서는 친환경적인 그라우트재의 개발을 위하여 연약지반에 대한 바이오그라우트 가능성을 확인하고, Bacillus Pasteurii 균을 이용하여 탄산칼슘 침전 효과를 분석하였다. 연약지반에 미생물의 탄산칼슘 침전을 이용하여 바이오그라우트에 미치는 영향을 알아보기 위해 4가지 시료의 조건(멸균 시료, 비멸균 시료, 반응용액과 미생물용액의 선처리 혼합시료, 반응용액과 미생물용액의 후처리 혼합시료)으로 실험되었다. 전자현미경(SEM), EDX와 X선 분석 회절기(XRD)를 이용하여 연약지반 시료의 분석을 수행하였고, 이러한 연구결과를 바탕으로 탄산칼슘 침전을 이용한 미생물 처리 공법은 바이오그라우트의 특성을 개선하였다.

• KSBB Journal
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• 제30권6호
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• pp.296-301
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• 2015

Eggshell-based biocomposites have become attractive due to their exquisite nanostructure and biological properties, which are mainly composed of highly organized calcium carbonate crystals controlled by organic macromolecules such as proteins and polysaccharides. Here, we designed the recombinant fusion protein of a putative eggshell matrix protein named as GG1234 and a fluorescent reporter protein of DsRed. The protein was successfully over-expressed in E. coli and purified by Ni-NTA affinity chromatography. In vitro calcium carbonate crystallization was conducted in the presence of the fusion protein, and morphological change was investigated. The protein inhibited the calcite growth in vitro, and spherical calcium carbonate micro-particles with the diameter of about $20-30{\mu}m$ were obtained. We expect that this study would be helpful for better understanding of eggshell-based biomineralization.