• 한국수산과학회지
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• 제1권2호
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• pp.135-137
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• 1968

1938년 A. F. Spillaus에 의하여 Bathythermograph가 고안된 이내 현재까지 수차 개량된 것이 제작판매하게 되어 해양조사 또는 어장탐색에 총중한 측기로 세계 각국에서 널리 보급되었다. 이 측기는 항해중이라도 수심 270m까지 내렸다 올림으로써 수심에 대한 수온이 동시에 연속된 일선으로 도은 또는 Smoked한 유리 판상에 기록되어 신속하게 수온의 미세한 수직분포를 알 수 있어 어장탐사에 필요한 나층의 판별과 그 수탐 및 수온의 판단에 큰 도움을 준다. 여기에서는 1, 2연전 이내 수산진흥원 산하 각 해구 시험소 및 교육기관을 비롯한 해양조사 관계기관에 다수양이 공급되어 널리 사용되고 있는 B.T의 Smoked-glass slide가 없어 사용의 곤란성 및 일본 또는 미국으로부터의 수입의 귀찮은 수속을 해소시키기 위하여 본원에서 실험 제작사용한 결과로서 간단하게 B.T Smoked glass Slide를 제작할 수 있는 방법을 소개하고자 한다.

• 미생물학회지
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• 제31권3호
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• pp.255-260
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• 1993

Enterobacter cloacae 를 이용하여 슬라이드 (slide glass) 와 아연도강관조각 (galvanized-iron coupon) 상에 생물막을 형성시킨 후 부착생장세균의 염소에 대한 내성을 측정한 결과 부유생장세균에 비해 각각 14배와 380배의 내성증가를 나타내었다. 또한 입자에 부착된 세균군집의 경우 부유세균군집에 비해 48배로 내성이 증가되었다. 슬라이드와 아연도강관조각을 수돗물에 75일간 접촉하였을때 각각 $4.75 {\times} 10^{4}$ cfu/$cm^{2}$, $1.12 {\times} 10^5 cfu/cm^{2}$의 생물막이 형성되는 것을 관찰하였다. 따라서 수돗물에서의 장내세균과 종속영양세균 입자에 부착 혹은 흡착되거나 응집된 상태로 존재함으로써 잔류염소에 대한 내성을 가지게 되며, 또한 정수과정에서 염소살균을 피하여 비급수계통으로 유입되면 배급수관 내벽에 생물막을 형성하여 잔류업소에 대한 내성을 가지게 됨으로써 배급수계통에서 생장하는 것으로 판단된다.

• Smart Structures and Systems
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• 제24권6호
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• pp.793-802
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• 2019

The centrifuge model test is usually used for two-dimensional deformation and instability study of the soil slopes. As a typical loose slope, the municipal solid waste (MSW) landfill is easy to slide with large deformation, under high water levels or large earthquakes. A series of centrifuge model tests of landfill slide induced by rising water level and earthquake were carried out. The particle image velocimetry (PIV), laser displacement transducer (LDT) and marker tracer (MT) methods were used to measure the deformation of the landfill under different centrifugal accelerations, water levels and earthquake magnitudes. The PIV method realized the observation of continuous deformation of the landfill model, and its results were consistent with those by LDT, which had higher precision than the MT method. The deformation of the landfill was mainly vertically downward and increased linearly with the rising centrifugal acceleration. When the water level rose, the horizontal deformation of the landfill developed gradually due to the seepage, and a global slide surface formed when the critical water level was reached. The seismic deformation of the landfill was mainly vertical at a low water level, but significant horizontal deformation occurred under a high water level. The results of the tests and analyses verified the applicability of PIV in the two-dimensional deformation measurement in the centrifuge model tests of the MSW landfill, and provide an important basis for revealing the instability mechanism of landfills under extreme hydraulic and seismic conditions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.399-404
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• 2008

The influence of gas hydrate dissociation on submarine slope stability was studied in this paper. Gas hydrates are stable under high pressure and low temperature conditions. Once gas hydrate dissociates due to natural or human activities, it generates large amount of gas and water. During gas hydrate dissociation, a pore pressure between soil particles increases and results in the loss of an effective stress and degradation of soil stiffness. A pore pressures model was proposed to calculated excess pore pressures generated by gas hydrate dissociation at the Storegga Slide. A slope stability analysis for the Storegga Slide using a two dimensional finite difference method was carried out by considering excess pore pressures due to gas hydrate dissociation. Since the excess pore pressure calculated by the proposed method resulted in the considerable loss of stiffness and strength in slope, a submarine slope failure occurred at the Storegga slide was well simulated.

• Geomechanics and Engineering
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• 제8권3호
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• pp.391-414
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• 2015

In this paper, stabilities of a plane slide rock slope under different hydraulic distributions were studied based on the nonlinear Barton-Bandis (B-B) failure criterion. The influence of various parameters on the stability of rock slopes was analyzed. Parametric analysis indicated that studying the factor of safety (FS) of planar slide rock slopes using the B-B failure criterion is both simple and effective and that the effects of the basic friction angle of the joint (${\varphi}_b$), the joint roughness coefficient (JRC), and the joint compressive strength (JCS) on the FS of a planar slide rock slope are significant. Qualitatively, the influence of the JCS on the FS of a slope is small, whereas the influences of the ${\varphi}_b$ and the JRC are significant. The FS of the rock slope decreases as the water in a tension crack becomes deeper. This trend is more significant when the flow outlet is blocked, a situation that is particularly prevalent in regions with permafrost or seasonal frozen soil. Finally, the work is extended to study the reliability of the slope against plane failure according to the uncertainty from physical and mechanics parameters.

• Journal of Advanced Marine Engineering and Technology
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• 제17권3호
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• pp.42-49
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• 1993

Recently, because the lubricating oil showed a tendency to be emulsified and oxidized by high speed, high output and the extension of maintenance & conservation of marine engine, the cavitation erosion-corrosion at such an environment became a big problem on effective performance of engine. Therefore, there was a need to study the behavior and protection of erosion-corrosion damage, and then applied inhibitor to a protective method of cavitation erosion- corrosion damage. At this time, test environments were marine lubricating oil & various emulsified oil that mixed distilled water and sea water etc., and also used 20KHz, 24.mu.m piezoelectric vibrator as an experimental apparatus of cavitation erosion. With this apparatus, we investigated an influence of the emulsified oil on characteristics of erosion-corrosion and protection for erosion-corrosion by inhibitor at slide bearing metals.

• Geomechanics and Engineering
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• 제28권3호
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• pp.283-298
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• 2022

Landslides triggered by the combination of heavy precipitation and anthropological disturbance in hilly areas cause severe damage to human lives, properties, and infrastructure constructions. A comprehensive investigation of the influencing factors and failure mechanisms of landslides are significant for disaster mitigation and prevention. This paper utilized the combination of detailed geological investigation, physical experimental testing as well as numerical modelling to determine the failure mechanism, and proposed a countermeasures of the Lantian landslide occurred on 2, July 2017. The results reveal that the Lantian landslide is a catastrophic reactivated slide which occurred in an active tectonic region in Southwest China. Because of the unique geological settings, the fully to highly weathered basalts in the study area with well-developed fractures favored the rainwater infiltration, which is the beneficial to slide reactivation. Engineering excavation and heavy precipitation are the main triggering factors to activate the slide motion. Two failure stages have been identified in the landslide. The first phase involves a shallow mass collapse originated at the upper slopes, which extends from the road to platform at rear part, which is triggered by excavation in the landslide region. Subjected to the following prolonged rainfall from 19 June to 2 July, 2017, the pore water pressure of the slope continually increased, and the groundwater table successively rise, resulting in a significant decrease of soil strength which leads to successive large-scale deep slide. Thereinto, the shallow collapse played a significant role in the formation of the deep slide. Based on the formation mechanisms of the landslide, detailed engineering mitigation measures, involving slope cutting, anchor cable frame, shotcrete and anchorage, retaining wall and intercepting ditch were suggested to reduce the future failure risk of the landslide.

• 한국환경농학회지
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• 제5권2호
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• pp.119-129
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• 1986

오리나무잎벌레 방제용으로 항공 살포한 trichlorfon($Dipterex^R$ 혹은 $Dylox^R$)의 환경생태계내 동태를 조사한 결과는 다음과 같다. 1. 슬라이드그라스에서 검출한 trichlorfon으로서 항공 살포시에 농약이 적량으로 살포되었음을 알 수 있었고 살포한 당일에 거의 소실됨을 확인하였다. 음지에 낙하되는 약량은 노지에 비하여 약 1/100에 불과하였다. 2. 수중에서 검출된 trichlorfon은 항공살포에 의한 내수면의 오염이 동물성 플랑크톤류에 영향을 미칠 수 있는 농도임을 확인하였고, 강우에 의한 내수면의 재 오염이 가능함을 관찰하였다. 3. 토양에 잔류한 trichlorfon의 변화양상을 보면 위치에 따라 소실속도의 완급이 다름을 알 수 있었고 슬라이드그라스와는 달리 소실속도가 늦음을 확인하였다. 4. 식물체 엽면에 살포된 농약의 양은 예상 투하량 보다 비교적 적었고 소실 속도는 토양에서와 유사한 양상이었다. 본 연구에서 밝혀진 잔류량의 변화만으로서는 그 소실 형태가 물리적인 확산, 이동에 의해서인지 화학적인광분해, 가수분해 등에 의해서인지는 확실치 않았으므로 차후에 보완적인 연구가 수행되어야 함과 아울러 문제시 되는 수중농도의 생물학적인 영향 연구도 병행되어 야 할 것이다.

• Journal of Biosystems Engineering
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• 제41권3호
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• pp.201-207
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• 2016

Purpose: A water-spraying type automatic glochids removal system for cactus (Opuntia humifusa) stem was developed, and its performance was evaluated. The system was developed to reduce intensive human labor in removing glochids from cactus stem skin without inducing damage prior to further processing into value-added products. Methods: The developed system consists of conveyor and water-spraying systems. The conveyor system delivers cactus stems through water-spraying compartments and finally to a collecting box. In order to remove the glochids, rotating nozzles spray water over all areas (i.e., front and back faces and sides) of the cactus skin under controlled water pressure. Operating conditions such as conveyor speed, water pressure, angle of water-spraying nozzles, distance between conveyor belt and rotating nozzles, and angle of cactus flipping slide were adopted from our previous study and applied on the system design and manufacturing. The performance of glochids removal was evaluated by counting the number of glochids on the cactus stem before and after processing on the system. Results: The developed system performed efficiently and effectively under the pre-studied operating conditions except for the angle of cactus flipping slide. The new system had a glochids removal ratio of 94.1% without damaging the cactus skin. Considering the original number (approximately 30-60) of glochids, the remaining number was low (1-4), and most of them were found at the side edge of the cactus stem. This system can remove glochids from 360 cactus stems in 1 hr regardless of cactus size. Conclusions: The performance of the new system in glochids removal without damaging cactus skin is superior to any other existing device (i.e., brush type, rubber-friction type, and agitation type). The system is expected to be applied in cactus (O. humifusa) processing facilities.

• Geomechanics and Engineering
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• 제8권4호
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• pp.511-521
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• 2015

It is a common failure type that high-filled embankment slope sideslips. The deformation mechanism and factors influencing the sideslip of embankment slope is the key to reduce the probability of this kind of engineering disaster. Taking Liujiawan high-filled embankment slope as an example, the deformation and failure characteristics of embankment slope and sheet-pile wall are studied, and the factors influencing instability are analyzed, then the correlation of deformation rate of the anti-slide plies and each factor is calculated with multivariate linear regression analysis. The result shows that: (1) The length of anchoring segment is not long enough, and displacement direction of embankment and retaining structure are perpendicular to the trend of the highway; (2) The length of the cantilever segment is so large that the active earth pressures behind the piles are very large. Additionally, the surface drainage is not smooth, which leads to form a potential sliding zone between bottom of the backfill and the primary surface; (3) The thickness of the backfill and the length of the anti-slide pile cantilever segment have positive correlation with the deformation whereas the thickness of anti-slide pile through mudstone has a negative correlation with the deformation. On the other hand the surface water is a little disadvantage on the embankment stability.