• 한국안전학회지
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• 제25권6호
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• pp.155-160
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• 2010

In this study, detailed assessment for durability performance were performed on the chloride protected concrete structures to investigate the effectiveness of chloride protection. And economical efficiency for the chloride protected concrete structures were studied by LCC(Life Cycle Cost) analysis. In the comparison result of the first section repair time, it was found that the chloride protected concrete structures was economical better than the non-protected concrete structures in the long term. According to the analysis result of the accumulated chloride concentration by used time and chloride ion concentration by depth, it can be seen that the permeation through time from chloride has increased two times in the chloride protected concrete structures.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.50-51
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• 2015

In marine and coastal environments, penetration of chloride ions is one of the main mechanisms causing concrete reinforcement corrosion. Currently, most of experimental investigations about submerged penetration of chloride ions are started after the four weeks standard curing of concrete. The further hydration of cement and reduction of chloride diffusivity during submerged penetration period are ignored. To overcome this weak point, this paper presents a numerical procedure to analyze simultaneously cement hydration reaction and chloride ion penetration process. First, using a cement hydration model, degree of hydration and phase volume fractions of hardening concrete are determined. Second, the dependences of chloride diffusivity and chloride binding capacity on age of concrete are clarified. Third, chloride profiles in hardening concrete are calculated. The proposed numerical procedure is verified by using chloride penetration test results of concrete with different mixing proportions.

• 한국식품과학회지
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• 제9권2호
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• pp.157-164
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• 1977

본(本) 실험(實驗)은 대두유(大豆油)와 그 튀김면(麵)에, 한국(韓國) 상수도(上水道) 기준(基準) 또는 물리적(物理的)으로 정제(精製)한 지하수(地下水)에 함유가능(含有可能)한양(量)과 동일(同一)한 양(量)의 철(鐵) ion과 동(銅) ion을 각각(各各)에 첨가(添加)하여 그들에 의한 산패촉진정도(酸敗促進程度)를 측정(測定)하고, 아울러 일반적(一般的)으로 널리 쓰이고 있는 유지(油脂)의 황산화제(抗酸化劑)로서 BHA (butylated hydroxyanisole) 또는 citric acid가 이들 금속(金屬)에 의(依)한 산패촉진정도(酸敗促進程度)를 어느 정도 감소(減少)시키는 가를 비교(比較) 검토(檢討)하였다. 본(本) 실험(實驗)의 결과(結果), 대두유(大豆油)와 그 튀김면(麵)의 경우 모두, 철(鐵) ion 또는 동(銅) ion의 첨가(添加)는 이들 ion이 첨가(添加)되지 않은 경우와 비교(比較)할때 뚜렷한 산패촉진효과(酸敗促進?果)를 보였다. 특히, 동(銅) ion이 첨가(添加)된 경우에 있어서는 시간(時間)이 경과(經過)함에 따라 철(鐵)ion이 첨가(添加)된 경우보다 3배(倍) 내지 6배(倍)의 강(强)한 산패촉진효과(酸敗促進?果)를 보였다. 항산화제(抗酸化劑)인 BHA와 citric acid의 이들 금속(金屬)에 의(依)한 산패촉진(酸敗促進)에 대(對)한 저해작용도(沮害作用度)는 citric acid가 첨가(添加)된 경우가 BHA첨가(添加) 경우보다 컸으며, BHA가 첨가(添加)된 경우 그 효과(?果)는 극(極)히 미약(微弱)하였다. 또한 이들 항산화제(抗酸化劑)의 저해작용도(溫害作用度)는 동(銅) ion의 경우보다 철(鐵) ion의 경우에 더 효과적(效果的)인 것으로 보여진다.

• 한국수산과학회지
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• 제11권2호
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• pp.103-109
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• 1978

1. 1974년 3월에서 1975년 3월사이 매월 대조일과 소조일에 낙동강 물금 부산시 상수도 구취수장 원수의 염화이온, 칼슘, 마그네슘의 량을 매시간 측정하였다. 2. 1974년 3월에서 1975년 1월사이의 염화이온 농도는 5.12-39.4 ppm에 평균값이 11.9pm, 총 경도는 27.8-70.8 ppm에 평균값이 49.5ppm였고, 1975년 2월 9일에서 3월 7일까지의 조차가 큰 기간에는 염화이온농도 10.8-876 ppm에 평균값이 89.8 ppm, 총경도는 48.0-407 ppm에 평균값이 89.9 ppm였다. 3. 계절적으로는 동계에 농도가 높고 조차가 큰 2월과 5월초 사이가 가장 높다. 염화이온농도 150 ppm를 넘은 날이 모두 2월에 들어있다. 4. 총경도 역시 염화이온농도와 비슷한 변동을 한다. 수도법의 허용한계인 300ppm를 넘는날이 2월 9일에서 3월 7일 사이에 약 4 일 정도 나타난다. 5. 수위는 하천수량과 조위로써 정해지는 까닭에 수위만으로는 염화이온 농도를 알 수가 어렵지만 염화이온농도와 수위의 시간적 변동관계는 수위가 높을 때 농도가 높으며, 2월 및 3월에서 더욱 그러하다. 6. 조위와 수위와는 약간의 시차를 두고 거의 같은 모양의 변동을 하며 최고조위에서 최고수위까지 대조일에는 약 2시간 30분, 소조일에는 약 3시간의 차가 나타난다. 끝으로 수위와 조위자료를 제공해 주신 부산시수도사업소와 부산수로국에 감사드립니다.

• 한국환경농학회지
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• 제36권4호
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• pp.288-292
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• 2017

BACKGROUND: Silicon tetrachloride reacts with moisture in the atmosphere to generate hydrogen chloride, which affects the environment. Since silicon tetrachloride and its by-products are dispersed in the atmosphere in a short time after the silicon tetrachloride release into the atmosphere, it is difficult to directly assess the extent of environmental impact. In the present study, the exposure test of silicon tetrachloride or hydrogen chloride was examined in order to establish the criterion of the range affected by the silicon tetrachloride release, and the actual crops in the area exposed to silicon tetrachloride leakage were analyzed. METHODS AND RESULTS: For the experiment of exposure to silicon tetrachloride or hydrogen chloride, the leaves of red-pepper and corn were used in glass sealed containers. In the actual accident area, 59 samples from 10 different kinds of crops were collected. The pretreatment of the sample was performed by freezing and grinding, and then extracted using distilled water. The pH and concentration of chloride ($Cl^-$) ion of the extracted solution were measured using pH meter and ion chromatograph, respectively. CONCLUSION: Exposure to silicon tetrachloride caused visible damage, increasing the concentration of chloride ion, and decreasing the pH as well as hydrochloric acid. In the actual crops of the affected area, the tendency was the same as the result of the laboratory test, and the range of influence could be estimated through the concentration of $Cl^-$ ion over 2,000 mg/kg, and the correlation evaluation between the concentration of $Cl^-$ and pH. Therefore, the concentration of $Cl^-$ ion and the correlation between $Cl^-$ and pH would be considered as the factors to estimate the influence range of silicon tetrachloride release.

• 한국건축시공학회지
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• 제4권4호
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• pp.95-101
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• 2004

The purpose of this paper is to compare free-chloride content with water-soluble chloride in blast furnace cement(BSC) paste. The content of free-chloride in cement paste measured by pore solution analysis and water-soluble chloride measured by ASTM. The result of this study are as follows: 1. The concentration of chloride ion in pore solution of BSC-solidified matrix is almost as low as 43-71% compared to that of OPC-solidified matrix containing the same chloride content in cement paste. 2. The binding capacity of specimens, OPC Pl-P5, are 93.5-77%, but the binding capacity of specimens, BSC Pl-P5 are 97.1-86.1%, which is to be as high as 2-9.1% compared to OPC containing the same chloride content. 3. In terms of water-soluble chloride content in BSC paste are 15-31.7 percent of chloride addition but free-chloride content in pore solution are 2.9-13.9 percent of chloride addition. The free-chloride content in pore solution is 19.3-43.8 percent lower for the water-soluble chloride content in cement paste.

• 대한화장품학회지
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• 제23권3호
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• pp.161-167
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• 1997

Determination of several cationic surfactants in cosmetics has been investigated. Reverse phase ion pair chromatography was used to identify and quantitate cationic surfactants. Cationic surfactants analyzed in this experiment were cetylpyridium chloride, stearyltrimetylammonium chloride, bezalkonium chloride, benzyldicethylcetylammonium chloride, and bihenyltrimethyl ammonium chloride. The separation was achieved on a reverse phase coumn with 10mM HCl-acetonitrile eluent. In this condition, the most of cationic surfactants with exception of CPC and CTAC respectively with suppressed conductivity detector and UV detector connected in series. The calibration curves obtained by plotting the peak areas of the cationic surfactants were linear at levels ranging from 0.005 to 0.1% correlation coefficient, r=0.9988. The detection limits were 1 to 5ppm in sample solution. The average recoveries of cationic surfactants added to hair treatment cream and hair rinse in three to five experiments were 96.7 105.2% and relative standard deviations were 1.1-3.8%. The case that there were CPC and CTAC in same solution was also tested. CPC and CTAC which couldn't be separated on reverse phase column were quantitated with suppressed conductivity detector and UV detector connected in series. Recovery of CPC and CTAC were 101.6 and 89.2% respectively. The proposed method was applied to the determination of cationic surfactants in commercial hair treatment cream.

• Computers and Concrete
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• 제13권1호
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• pp.71-82
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• 2014

Chloride ion ingress is one of the major problems that affect the durability of concrete structures such as bridge decks, concrete pavements, and other structures exposed to harsh saline environments. Therefore, durability based design of concrete structures in severe condition has gained great significance in recent decades and various mathematical models for estimating the service life of rein-forced concrete have been proposed. In spite of comprehensive researches on the corrosion of rein-forced concrete, there are still various controversial concepts in quantitation of durability parameters such as chloride diffusion coefficient and surface chloride content. Effect of environment conditions on the durability of concrete structures is one of the most important issues. Hence, regional investigations are necessary for durability based design and evaluation of the models. Persian Gulf is one of the most aggressive regions of the world because of elevated temperature and humidity as well as high content of chloride ions in seawater. The aim of this study is evaluation of some parameters of durability of RC structures in marine environment from viewpoint of corrosion initiation. For this purpose, some experiments were carried out on the real RC structures and in laboratory. The result showed that various uncertainties in parameters of durability were existed.

• 한국농공학회논문집
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• 제57권6호
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• pp.1-7
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• 2015

Most of chloride diffusion models based on finite difference method (FDM) could not express the diffusion in horizontal direction at each elevation. To overcome these weakness, two dimensional chloride ion penetration model based on finite element method (FEM) to be able to combine various multi-physics simultaneously was suggested by introducing moving mesh technique. To avoid the generation of mesh being able to be distorted depending on the relative movement of water level to static concrete, a rectangular type of mesh was intentionally adopted and the total number of meshes was empirically selected. The simulated results showed that the contents of surface chloride decreased following to the increase of elevation in the top part of low sea level, whereas there were no changes in the bottom part of low level. In the DuraCrete model, the diffusion coefficient of splashed zone is generally smaller than submerged zone, whereas the trend of Life365 model is reverse. Therefore, it could be understood that the developed model using moving mesh technique effectively reflects $DuraCrete^{TM}$ model rather than $Life365^{TM}$ model. In the future, the model will be easily expanded to be combined with various multi-physics models considering water evaporation, heat of hydration, irradiation effect of sun and so on because it is based on FEM.

• Archives of Pharmacal Research
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• 제19권6호
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• pp.435-440
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• 1996

The effect of benzalkonium chloride on skin permeability of partially modified antisense phosphorothioate oligonucleotides (PS-ODN), which are designed as scar formation inhibitor, was investigated using Franz Diffusion Cell. When the concentration ratio of PS-ODN-quarternary ammonium salt complex is more than 1:100, the apparent partition coefficient (APC) of each complex was increased in the following order; tetraphenyl phosphonium chloride (TPP) < cetyltrimethyl ammonium bromide(CTAB) < benzalkonium chloride (BZ). The permeability of PS-ODN through the rat skin increased in the presence of BZ. The fluxs of PS-ODN with BZ were increased by addition of Pluronic F 68 or Triton X-100 to phosphate buffered saline (PBS), respectively. When the mole ratio of PS-ODN to BZ is 1:10, the fluxs penetrated of PS-ODN with BZ was greatest. The increase of the permeability in the presence of BZ might be due to the formation of lipophilic ion-pair complex between PS-ODN and BZ. By regulation of mole ratio of PS-ODN to BZ, the development of topical dosage forms using PS-ODN as scar formation inhibitor will be possible with minimal systemic exposure.