• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.533-537
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• 2004

The erodibility of soil is an important factor to scour, especially in fine-grained soils. In this study, the erosion characteristics of kaolinite are quantified through the scour rate tests using the Erosion Function Apparatus called EFA. The basic soil property tests are also performed. The kaolinite samples are prepared by mixing with distilled water and formed to the designed maximum consolidation pressure of 60, 110, 160, 240, 360kPa, respectively. The results of the scour rate tests are presented in a format of a plot showing the relationship between erosion rates and shear stresses. Erosion properties of kaolinite showed a striking contrast according to the maximum consolidation pressure, and a correlation was established between the erosion properties of kaolinite and the soil properties; water content, undrained shear strength, dry density.

• 대한기계학회논문집A
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• 제27권3호
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• pp.363-371
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• 2003

This study is mainly concerned with phenomenon of cavitation-erosion on the several materials and corrosive liquids which were applied with vibrator(suggested by ASTM G 32, 20KHz, 50$mu extrm{m}$). The maximum erosion rate by cavitation erosion in both of distilled water and sea water appeared to be proportioned to their hardness and tensile strength. Cavitation weight loss and rate of cast iron in sea water condition were greater(approximately 3 times) than that in distilled water condition, however in case of stainless steel and brass the cavitation weight loss of composite materials were not so different in both of their conditions. Cavitation weight loss of composite materials were shown as below on this test, Duratough DL : Weight loss in sea-water condition were greater (approximately 2.3 times) than it's distilled water condition. The main tendency of cavitation erosion for metals appeared that small damaged holes causing by cavitation erosion was observed with radial pattern. On the other hand, the tendency for composites appeared that small damaged holes were observed randomly.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.593-596
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• 2008

The scour phenomenon involves the erosive potential of flowing water and the relative ability of the soil to resist erosion. The scour phenomenon in cohesive soils is much different from that in non-cohesive soils. Granular soils resist erosion by their buoyant weight and the friction between the particles. The soil particles are dislodged individually from the bed under the action of the eroding fluid. Scour in cohesive soils is much slower and more dependent on soil properties than that in non-cohesive soils. Therefore the analysis models for estimating erosion characteristics of cohesive soils should consider not only flowing water but also the relative ability of the soil to resist erosion. In this study, erosion characteristics for the clay-silt mixed soil will be analyzed as a fundamental study for development of bridge scour analysis and design system considering scour resistance capacity of a soil. For this analysis, the relationship between scour characteristics and soil properties was evaluated through scour rate test with Kaolinite samples remolded using various loading and contents of silt.

• International Journal of Concrete Structures and Materials
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• 제11권1호
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• pp.151-159
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• 2017

The action of rainwater on reinforced concrete walls has led to an erosion phenomenon. The erosion is very apparent when the walls are inclined. This phenomenon is studied on a real site characterized by different architectural forms. The site dates back to the seventies; it was designed by the architect, modeler of concrete, Oscar Nie Meyer. On this site, the erosion has damaged the cover of the reinforcements and reduced its depth. In this research work, a method of quantification of the erosion is developed. Using this method, the amount of mass loss by erosion was measured on imprints taken from the site. The results are expressed by the rate of mass loss by erosion; they are associated to the height and the inclination of the walls. Moreover, laboratory analysis was carried out on samples taken from the site. From this study, it is recommended to consider the erosion, in any building code, to determine the cover thickness.

• 대한토목학회논문집
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• 제34권4호
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• pp.1181-1190
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• 2014

본 연구에서는 환형수조를 이용한 침식실험을 통하여 국내 최초로 퇴적저면의 침식매개변수들이 정량적으로 산정되었다. 퇴적저면은 고농도의 고령토 슬러리를 기 설정된 시간 동안 압밀시켜 조성되었으며, 각기 다른 압밀구조를 갖는 퇴적저면 조건 하에서 총 4회의 침식실험이 수행되었다. 침식실험 결과에 따르면, 흐름전단응력 ${\tau}_b$에 대한 저항력을 나타내는 저면전단강도 ${\tau}_s$는 압밀시간 및 저면(퇴적층) 깊이가 깊어짐에 따라 증가하는 것으로 나타났다. 한편, 침식률${\epsilon}$은 흐름전단응력과 저면전단강도의 차로 주어지는 잉여전단응력 ${\tau}_b-{\tau}_s$과 상관성이 매우 큰 것으로 나타났는데, ${\tau}_b-{\tau}_s{\leq}0.1N/m^2$인 경우에 침식률의 로그 값은 잉여전단응력과 선형적 관계에 있으나, ${\tau}_b-{\tau}_s{\leq}0.1N/m^2$인 조건에서는 잉여전단응력이 작아질수록 침식률이 급격하게 작아지는 경향이 있는 것으로 나타났다. 또한 본 연구에서는 과거 연구결과와의 비교검토를 통하여 본 침식실험 결과에 대한 타당성이 입증되었으며, $0.1N/m^2$ 이하의 잉여전단응력 구간에서 침식률을 보다 잘 표현할 수 있는 새로운 침식률 산정식이 제시되었다.

• Korean Chemical Engineering Research
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• 제56권1호
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• pp.133-138
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• 2018

2000년대 이후 대두된 안전, 환경 이슈들로 인해 안전 관리는 더욱 더 중요해졌다. 하지만 안전 관리는 많은 경험적 데이터들을 요구하므로 한계점들이 많다. 안전 분야 중 하나인 배관 안전의 경우 현재 배관을 관리하는 시뮬레이션 프로그램들이 존재하지만, 배관 내부 침식에 대해서는 데이터를 얻기 힘들어 시뮬레이션에 반영이 잘 되어있지 않은 상태이다. 이러한 문제점에서 착안해 본 연구에서는 전산유체역학(CFD)을 이용하여 배관 내부의 곡면에 일어나는 침식을 모사하였고, 계산한 침식 속도를 바탕으로 한계상태함수를 이용하여 배관의 실패 주기를 분석하였다. CFD 대상 배관의 경우 여수 산업 단지에 실제로 운영되고 있는 표본을 사용하였다. DPM (Discrete Phase Model)과 부식 모델을 이용하여 CFD 결과로 $3.093mm{\cdot}yr^{-1}$ 수치의 침식 속도를 얻을 수 있었고, 이 결과를 한계상태함수에 적용한 결과 배관에 누출(leak)을 유발하는데 14.2년, 파열(burst)를 유발하는데 28.2년이라는 실패 주기를 얻어낼 수 있었다. 이러한 과정들을 통해 배관 곡면 침식이 배관 안전 진단에 유효한 실패 모드임을 도출할 수 있었다. 본 연구는 실패 연도를 구할 수 있는 방법론들을 제시하여 데이터의 한계점을 극복하고, 배관 안전 진단에 좀 더 정밀하고 발전된 방법을 제시한 것에 대해 의의를 가진다.

• Journal of Preventive Medicine and Public Health
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• 제15권1호
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• pp.83-87
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• 1982

Acid erosion of teeth was studied in two factories. The A was the textile factory possessing dyeing process using acids. The B was the metal product manufactoring factory possessing electroplating process. The control group was selected at the same factory not exposed to acids. The results were summarized as below. 1. The pH of saliva was the range of $6.6{\sim}6.8$ in both factories. 2. The prevalence rate of erosion of teeth was higher in case group at the B. It was statistically significant. 3. The rate of erosion of incisor were the range of $12%{\sim}16%$(case group), $7%{\sim}21%$(control group) at the A and $10%{\sim}20%$ (case group), $2%{\sim}15%$ (control group) at the B. 4. The rate of erosion of degree 3 which is necessary for conforming, owing to occupational induction, were 8.9% (incisor: A) and 6.8% (incisor: B).

• 한국해양공학회지
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• 제31권1호
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• pp.60-68
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• 2017

In this study, we analyzed the real time video image obtained from the video monitoring system to grasp the shoreline, beach width, and area change of Haeundae beach. The video monitoring techniques enabled continuous monitoring for a long period at a much lower cost than general survey methods. It was possible to grasp quantitative beach variation characteristics of Haeundae beach through image acquisition, rectification, and image processing of video images. According to the monitoring results, the erosion rate of Haeundae beach in spring and summer was -19.8% in 2014 and -6.7% in 2015. The erosion rate in 2016 was -6.4%, which showed that the erosion rate in spring and summer continued to decrease. In particular, the influence of the erosion at the time of typhoon CHABA was revealed to be smaller than in the past. It can be concluded that these variations were due to beach width expansion by beach nourishment and the installation of submerged breakwaters.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.1059-1060
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• 2012

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.1057-1058
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• 2012