• Journal of the Korean Geosynthetics Society
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• v.22 no.2
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• pp.71-83
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• 2023

It is very important to predict the amount of settlement in order to maintain the function of the coastal structure. Finite element analysis methods and real and model experiments are used as methods for this, but this has the disadvantage of requiring a lot of cost and time. Therefore, this study was conducted for the purpose of a simple formula proposal that can easily predict the amount of settlement of the caisson-type quay wall structure. In the research process, after calculating the PSI (Power Spectrum Intensity) of the velocity, the amount of settlement of the structure is calculated by substituting it into the simple formula of the existing gravity breakwater. By comparing and analyzing the amount of settlement of the structure obtained through numerical analysis, it was confirmed that the error between the amount of settlement of the existing simple formula and the amount of settlement of the numerical analysis was large, and it was confirmed that the background could not be considered in the case of the existing simple formula. Therefore, this study proposed a correction factor for the background of the quay wall structure, indicating a simple formula that can obtain the amount of settlement of the caisson-type quay wall structure. Compared to the numerical analysis settlement amount, it was judged that this simple formula had sufficient precision in calculating the caisson-type quay wall settlement amount. In addition, facilities vulnerable to earthquake resistance can be easily extracted in situations where time and cost are insufficient, and it is expected to be used as a screening technique.

• The Korean Journal of Applied Statistics
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• v.13 no.1
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• pp.45-53
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• 2000

본 논문에서는 모든 판정자(judge)들이 모든 객체(object)들에 대해 순위를 부여할 수 없는 경우에 얻어지는 불완전 순위자료에서 판정자들의 처리 효과에 대한 유의성을 검정하는데 관심이 있다. 이를 위해 불완전 순위자료를 완전자료로 바꾸는 알고리즘을 제안하고 알고리즘에 의해 얻어진 완전 순위자료에 Friedman 검정법을 적용하고자 한다. 제안된 검정법은 결측 객체에 순위를 부여하는데 있어서 완전순위를 갖는 판정자들의 정보를 이용함으로서 효율적이며 검정을 시행하는데 기존의 Friedman 통계량에 대한 분포표를 사용할 수 있어 간편하다. 그리고 몬테칼로 모의실험을 통하여 제안된 검정법과 기존의 평균 순위법, 최대/최소 Friedman 검정법과 검정력을 비교하였다.

• Journal of Korea Water Resources Association
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• v.57 no.5
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• pp.347-357
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• 2024

Numerous prior studies have delineated the size distribution of noncohesive sediment in suspension, focusing on mean size and standard deviation. However, suspensions comprise a heterogeneous mixture of sediment particles of varying sizes. The transport dynamics of suspended sediment in turbulent flow are intimately tied to settling velocities calculated based on size and density. Consequently, understanding the grain size distribution becomes paramount in comprehending sediment transport phenomena for noncohesive sediment. This study aims to introduce a straightforward modeling approach for simulating the grain size distribution of suspended sediment amidst turbulence. Leveraging insights into the contrast between cohesive and noncohesive sediment, we have meticulously revised a stochastic flocculation model originally designed for cohesive sediment to aptly simulate the grain size distribution of noncohesive sediment in suspension. The efficacy of our approach is corroborated through a meticulous comparison between experimental data and the grain size distribution simulated by our newly proposed model. Through numerical simulations, we unveil that the modulation of grain size distribution of suspended sediment is contingent upon the sediment transport capacity of the carrier fluid. Hence, we deduce that our simplified approach to simulating the grain size distribution of suspended sediment, integrated with a sediment transport model, serves as a robust framework for elucidating the pivotal bulk properties of sediment transport.

• Journal of the Korean GEO-environmental Society
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• v.8 no.5
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• pp.57-65
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• 2007

Slope collapse occurs mostly at the rainy season or thawing season in Korea. From a engineer point of view, the design criterion in recent of soil slopes during the rainfall have a conservative tendency because a slope stability is evaluated in the condition that ground water level is located in the surface. However, for the rational design of soil slopes during rainfall, the raining conditions and the unsaturated soil characteristics of soil slopes have to be considered. For the unsaturated soil characteristics of soil slopes, the laboratory tests for unsaturated soils and the seepage analyses for the raining conditions have to be performed. Due to these difficulties, a conservative design of soil slopes in the current design criterion has been carried out. In this paper, therefore, a simple design method is proposed. The method is considered to the unsaturated soil characteristics and the results of seepage analysis without numerical analysis. To verify the suggested design method, it is compared with both analysis results by current design criterion and analysis results based on the seepage analysis. Through the comparative study, it was found that the current design criterion has been excessively conservative. Hence, simple design method in this study was evaluated as the rational design for the soil slopes during rainfall.

• Research in Plant Disease
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• v.22 no.3
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• pp.152-157
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• 2016

Root-dipping inoculation method has been used to investigate resistance of radish plants to Fusarium wilt. However, the method requires a lot of labor and time because of complicate procedure. This study was conducted to establish a simple and effective mass-screening method for resistant radish to Fusarium wilt. Radish seedlings of susceptible and resistant cultivars were used to investigate wounding method by scalpel, inoculum concentration, and pathogen-inoculated growth stage of seedlings. We established an efficient mass-screening method based on our results as following: Roots of 14-day-old seedlings of radish are cut with a scalpel at a $90^{\circ}$ angle to a 2 cm-depth at a 1 cm-distance from main stem and then inoculated by pouring with a 10 ml-aliquot of a fungal spore suspension ($1.0{\times}10^7conidia/ml$) on soil. The inoculated plants are cultivated in a growth room at $25^{\circ}C$ for about 4 weeks with 12-hour light a day. The proposed screening method enables to effectively select resistant from mass radish plants cultivars to Fusarium wilt.

• Geophysics and Geophysical Exploration
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• v.1 no.2
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• pp.87-91
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• 1998

Geophysical survey techniques, such as electromagnetic(EM), GPR, and electrical method, have been tested in the landfill area to evaluate the applicability of these methods to soil contamination measurement. The EM method has proven to be excellent on mapping the areal distribution of contaminants and the migration path for leachate. Since the field operation of EM technique is simple as well as fast, we think the EM method must be the first choice for these purposes. Electrical survey techniques have proven to be very effective on mapping sectional distribution of contaminants. Generally, the GPR method is very good on high resolution survey of shallow depth, and field data acquisition is simple, too. But the resistivity method gives better information on deep area, for example, deeper than the depth of 20 m.

• The Journal of the Korean dental association
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• v.22 no.11 s.186
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• pp.931-940
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• 1984

협회는 회원들의 유기적인 결속과 지속적인 보수교육을 평생교육으로 유도하여 신뢰받는 치과의사상을 구현하고자 지난 ‘83. 3. 17일 치과의사 보수교육지침서를 제정 하였읍니다. 이 지침서는 의료법으로 규정하고 있는 국내치과의사의 보수교육을 보다 간편하고 효과적으로 이수할 수 있도록 세부사항을 정하여 놓은 것으로서 보수교육의 미필로 법에 규정된 행정 처분을 받는 회원이 발생되지 않도록 하는 길잡이가 되고 우리 치과의사의 품위와 권익을 보호하는데 일익을 담당하게 될 것으로 믿읍니다. 본 지침서에 다소 문제점과 불편한 사항이 있드라도 감수하면서 문제점시정을 건의하고 개선하여 우리 모두가 바라는 합리적인 방향으로 발전해 갈수 있도록 협조를 하여 주시기 바랍니다.

• The Journal of the Acoustical Society of Korea
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• v.5 no.3
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• pp.44-49
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• 1986

회로의 간편성에 최대 역점을 두어 PLL을 이용한 정현파 간섭음을 실시간으로 제거하는 방식을 제안하였다. SC 여파기를 이용한 적응 노치 여파기ㅘ 적응 대역 여파기를 자기 동조법으로 구동시킴으 로써 간섭음을 제거하였다. SC 여파기의 구동 스위칭 주파수는 제거하려는 신호 주파수으 L49배가 되 도록 하엿으며 소자의 동작 특성상 4KHz의 간섭음 제거 대역을 갖게 된다. 노치 여파기는 6차 여파기 이고 감쇄도는 중심 주파수에서 약 -56dB이다.

• Journal of Welding and Joining
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• v.6 no.2
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• pp.1-8
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• 1988

고밀도 에너지빔의 하나인 플라즈마를 이용한 절단 및 용접법은 알루미늄, 스테인레스강 등 특수금속의 가공에 적용될 수 있고, 산소용접 및 절단, SMAW, GMAW, GTAW 등의 거래식 열 가공법에 비해서 부품의 정밀도, 가공속도면에서 유리하여 그 사용범위가 점점 넓어지고 있다. LBW, LBC, EBW 등과 마찬가지로 Keyholing 현상을 이용할 수 있어 높은 용입깊이를 나타낼 수 있는 장점이 있으며, 그 성능면에서는 위 방법들과 비교해 볼 때 가공속도, 가공부의 성질 등에서 불리하고, 장치의 저렴, 조작의 간편함 등에서 유리하기 때문에, 경쟁 및 상호보완의 관계를 유지시켜 나갈 것으로 기대된다. 수동가공과 자동가공이 모두 가능하나 부품의 정밀도와 생산성 향상을 위해서는 플라즈마 가공공정에 적합한 자동화 장치의 개발이 필요하다.

• Geotechnical Engineering
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• v.28 no.1
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• pp.39-44
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• 2011

TDR 함수량계는 전자기파를 이용하여 흙의 밀도와 함수비를 비파괴적으로 신속하게 평가하는 유망한 기술이다. TDR 시험법은 10~20cm 길이의 2~3개의 탐침을 지중에 관입시킨 후 전자기파의 이동시간을 측정하여 유전상수($K_a$)를 산정한다. 제안식을 이용하여 유전상수로부터 체적함수비(${\theta}$)의 산정이 가능하므로, 이 시험법은 흙의 함수비를 측정할 수 있는 비파괴시험 장치로 개발되어 활용되고 있다. 또한, 흙의 종류에 따른 보정상수가 파악되어 있는 경우에는 현장 밀도와 현장 함수비를 동시에 평가할 수 있으므로, TDR 함수량계를 이용하여 성토지만비나 노상토에 대한 신속하고 간편한 다짐관리가 기능하다.