• 한국지반공학회논문집
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• 제37권7호
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• pp.25-34
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• 2021

연약지반으로 이루어진 준설매립부지는 지반이 매우 연약한 상태이기 때문에 설계시 정확한 지지력을 계산하는 것은 어렵고 복잡한 요인들이 고려되어야 한다. 최근까지 준설매립지를 대상으로 다양한 연약지반처리공법을 설계하고 있지만, 초기 장비진입을 위해서 기존 Meyerhof(1974) 복합토층 지지력 계산으로 안전율을 예측하고 있다. 기존 방정식들은 시공성 안전을 확보한다는 차원에서 연약지반 지지력을 과소평가하여 경제적 비용이 증가될 수 있다. 따라서 본 연구에서는 현장여건이 고려된 지지력 식을 제안하였다. 이를 위하여 이론적인 방정식에서 고려되지 못하는 토목섬유의 봉합사 역할과 봉합인장강도가 지지력에 끼치는 영향을 실험으로 제시하여 적절한 연약지반 지지력을 평가할 수 있도록 제시하였다. 그리고, 현장시험으로 수정방정식 지지력의 안정성이 평판재하시험으로 실측한 값과 비교하여 적절성을 확인하였다. 향후 준설토 매립지반의 설계와 시공시 본 연구 결과가 기초자료로 활용될 것으로 판단된다.

• 지질공학
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• 제31권1호
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• pp.83-101
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• 2021

고밀도 폴리 우레탄 공법은 주입 물질의 순간 팽창압을 이용하여 연약지반의 불안정한 지반의 안정화를 위해 적용되며 내구성이 매우 탁월한 친환경 공법이다. 순간 팽창압에 의해 연약지반 보강 및 복원, 차수공사가 가능하다. 본 주입공법의 경우 작업시간이 매우 짧고 신속하여 열악한 환경에서도 타 공법보다 접급성과 작업성이 매우 탁월하다. 따라서 본 연구에서는 고밀도 폴리 우레탄이 지반 내에서 작용하는 물리·역학적 특성을 검증하고자 하였다. 먼저, 주입재료의 강도정수 및 물성값을 확인하기 위하여 일축압축강도시험, 직접전단시험, 토압시험 등을 수행하였고 환경적인 문제에 대한 부분을 확인하고자 투수시험 및 토양환경안정성 시험을 수행하였다. 실험결과, 조밀한 사질토와 단단한 점성토를 대상으로 비교하였을 때, 내부마찰각은 약 2배, 점착력은 약 2.5~3.5배 이상 높은 것으로 확인되었고, 투수계수 또한 1.0 × 10-5의 범위 이내를 만족하며, 기존 그라우팅 공법과 비교하였을 때 현저히 낮은 투수계수를 확인할 수 있었다.

• 운동영양학회지
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• 제25권2호
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• pp.20-25
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• 2021

[Purpose] The aim of this review was to discuss the effects of vitamin D on physical performance and musculoskeletal injuries in athletes and provide information on the field applications of vitamin D. [Methods] A systematic review was conducted to identify studies on vitamin D in athletes that assessed serum vitamin D levels, vitamin D and physical performance, vitamin D and musculoskeletal injuries, and practical guidelines for supplementation of vitamin D. [Results] Several studies reported that a high proportion of athletes had vitamin D insufficiency or deficiency. Low serum levels of vitamin D in athletes were more pronounced in winter than in other seasons, and indoor athletes had lower serum vitamin D levels than outdoor athletes. Low vitamin D levels have been demonstrated to have negative effects on muscle strength, power, and endurance; increase stress fractures and other musculoskeletal injuries; and affect acute muscle injuries and inflammation following high-intensity exercises. Therefore, periodic assessment and monitoring of vitamin D levels are necessary in athletes; the recommended serum level of 25(OH)D is > 32 ng/mL and the preferred level is > 40 ng/mL (-1). In those with low levels of vitamin D, exposure to sunlight and an improved diet or supplements may be helpful. Particularly, 2000-6000 IU of supplemental vitamin D3 can be consumed daily. [Conclusion] Vitamin D is a potential nutritional factor that can significantly affect physical performance and musculoskeletal injuries in athletes. The importance and role of vitamin D in athletes should be emphasized, and the current levels of vitamin D should be assessed. Therefore, it is essential to periodically evaluate and monitor serum vitamin D levels in athletes.

• 문화기술의 융합
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• 제8권3호
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• pp.99-104
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• 2022

이 연구는 내수면 수난 구조상황에서의 급상승이 코르티솔 및 인체 증상에 미치는 영향을 분석한 것으로 실험 결과는 다음과 같다. 실험대상자는 5명으로 A, B, C는 잠수 전후 코르티솔 상승 수치가 각각 6.30ug/dl, 6.50ug/dl, 6.57ug/dl로 비슷한 수치를 나타내었다. 그런데, 실험대상자 D는 잠수 전후 코르티솔 상승 수치가 11.00ug/dl로 유의하게 높게 나타났다. 그 이유는 수중 시계의 불량으로 인한 불안감 가중 및 급상승 시 긴장을 통한 체력소모 고갈로 판단된다. 실험대상자 E는 잠수 전후 코르티솔 상승 수치가 4.28ug/dl로 유의하게 낮게 나타났는데, 그 이유는 E의 연령이 실험대상자 중 가장 젊고, 해상의 심해 잠수 경험이 풍부하여 불안감이 작아서 나타난 결과로 보인다. 피로도는 7~8, 불안감은 7~9로 둘 다 높은 수치를 나타내었다. 수중수색 시 심리적 긴장감이 피로도를 높이고, 불량한 시계가 불안감을 높인 것으로 사료 된다. 연구 결과는 수난구조대원의 안전한 수중수색 활동에 대한 실증적 자료로 제공될 것이다.

• 아태비즈니스연구
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• 제12권3호
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• pp.1-36
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• 2021

Purpose - This empirical study, aims to identify the determinants of adoption and acceptance of mobile payment as to understand why it is successful in some countries in Sub-Saharan Africa but failing in others. A comparative study of a successful mobile payment service and a purported failed one was done as to have some insights to the factors affecting acceptance of the technology. Design/methodology/approach - The strength of three notable theories: theory of diffusion of innovation (DOI), the extended unified theory of user acceptance of information technology (UTAUT2) and self-efficacy theory were use. The self-efficacy of government support inclusion as, a moderating variable in the form of infrastructure, securing transaction and price value revealed the relevance of government in the success of mobile payment service. By means of a field survey of 705 subjects in two separate regions of Africa (East and West), the data was collected and use to test the research model. Findings - The study result shows the importance of the moderating factor of government support to the success of mobile payment of any nation. The result also shows the importance of the perception of relative advantage, compatibility, complexity, social influence as already revealed by other studies. Research implications or Originality - Mobile payment success in some part of Sub-Saharan Africa is well known but also suggested to fail in some Sub-Saharan African countries. Buttressing the need for understanding of the factors affecting mobile payment acceptance. This article empirically examined the factors influencing the success of mobile payment, and we implicated that if the implementation of mobile payment is to be successful for mobile commerce in any nation, adoption, acceptance and use by its citizen is imperative.

• 한국분말재료학회지
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• 제29권5호
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• pp.424-431
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• 2022

3Y-TZP ceramics obtained by doping 3 mol.% of Y₂O₃ to ZrO₂ to stabilize the phase transition are widely used in the engineering ceramic industry due to their excellent mechanical properties such as high strength, fracture toughness, and wear resistance. An additional increase in mechanical properties is possible by manufacturing a composite in which a high-hardness material such as oxide or carbide is added to the 3Y-TZP matrix. In this study, composite powder was prepared by dispersing a designated percentage of WC in the 3Y-TZP matrix, and the results were compared after manufacturing the composite using the different processes of spark plasma sintering and HP. The difference between the densification behavior and porosity with the process mechanism was investigated. The correlation between the process conditions and phase formation was examined based on the crystalline phase formation behavior. Changes to the microstructure according to the process conditions were compared using field-emission scanning electron microscopy. The toughness-strengthening mechanism of the composite with densification and phase formation was also investigated.

• 한국산업융합학회 논문집
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• 제26권1호
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• pp.175-181
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• 2023

In offshore plants, various equipments including cranes and davits are used for safety management. Hydraulic cylinder type actuators are mainly used for luffing operations such as cranes and davits. However, in the case of a cylinder using hydraulic pressure, a separate power pack is required to supply hydraulic pressure. When used for a long time, maintenance costs such as sticking of hydraulic valves, contamination of hydraulic oil and deterioration of hydraulic hoses occur. In addition, a lot of hydraulic oil is used in the handling of cranes and davits, which causes marine pollution due to management problems. As a result, as interest in marine pollution prevention has increased recently, interest in actuators that do not use hydraulic pressure is also increasing. Therefore, in this study, we intend to develop a davit with an electric cylinder type actuator that uses electricity rather than hydraulic pressure by the SOLAS regulation. In other words, the conceptual design of the davit driven through the linear motion of the ball screw using electricity is performed, and the structural safety of the drive is also reviewed so that it can be utilized in the industrial field.

• 한국지반공학회논문집
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• 제39권2호
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• pp.5-17
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• 2023

본 연구에서는 국내 국지성 호우의 증가로 인한 피해의 보호효과가 탁월한 지반개량제를 표층개량공법에 활용하기 위해 붕괴된 15개소의 현장토를 대상으로 흙의 분류 및 일축압축시험을 진행하여 토질별 최적배합비를 제안하는 연구를 진행하였다. 현장토에 대해 Casagrande법과 원추관입시험법을 실시하여 액·소성한계값의 비교, 흙의 분류 및 서로의 상관관계에 대한 관계식을 유도하였다. 각각의 흙의 분류에 대해 일축압축강도를 이용하여 지반개량제의 최적 배합비를 도출한 결과, Casagrande법으로 분류한 경우 실험자의 숙련도 차이와 시험의 오차에 의해 세립토의 분류가 명확하지 않았지만, 원추관입시험법으로 분류하였을 때 명확한 최적 배합비를 제안할 수 있었다.

• Geomechanics and Engineering
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• 제31권5호
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• pp.439-452
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• 2022

A forecast of slope behavior during catastrophic events, such as earthquakes is crucial to recognize the risk of slope failure. This paper endeavors to eliminate the significant supposition of predefined slip surfaces in the slope stability analysis, which questions the relevance of simple conventional methods under seismic conditions. To overcome such limitations, a methodology dependent on the slip line hypothesis, which permits an automatic generation of slip surfaces, is embraced to trace the extreme slope face under static and seismic conditions. The effect of earthquakes is considered using the pseudo-static approach. The current outcomes developed from a parametric study endorse a non-linear slope surface as the extreme profile, which is in accordance with the geomorphological aspect of slopes. The proposed methodology is compared with the finite element limit analysis to ensure credibility. Through the design charts obtained from the current investigation, the stability of slopes can be assessed under seismic conditions. It can be observed that the extreme slope profile demands a flat configuration to endure the condition of the limiting equilibrium at a higher level of seismicity. However, a concurrent enhancement in the shear strength of the slope medium suppresses this tendency by offering greater resistance to the seismic inertial forces induced in the medium. Unlike the traditional linear slopes, the extreme slope profiles mostly exhibit a steeper layout over a significant part of the slope height, thus ensuring a more optimized solution to the slope stability problem. Further, the susceptibility of the Longnan slope failure in the Huining-Wudu seismic belt is predicted using the current plasticity approach, which is found to be in close agreement with a case study reported in the literature. Finally, the concept of equivalent single or multi-tiered planar slopes is explored through an example problem, which exhibits the appropriateness of the proposed non-linear slope geometry under actual field conditions.

• Journal of the Korean Wood Science and Technology
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• 제51권1호
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• pp.58-66
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• 2023

In light-frame timber construction, the shear wall is one of the most important components that provide resistance to lateral loads such as earthquakes or winds. According to KDS (Korea Design Standard) 42 50 10, shear walls are to be constructed using wood-based structural sheathing, with studs connected by 8d nails spaced 150 mm along the edge and 300 mm in the field. Even though small-scale residential timber building can be designed to exhibit seismic resistance using light-frame timber shear walls in accordance with KDS 42 50 10, only the abovementioned standard type of timber shear wall is available. Therefore, more types of timber shear walls composed of various materials should be tested to measure their seismic resistance, and the results should be incorporated into the future revision of KDS 42 50 10. In this study, the seismic resistance of shear walls composed of structural timber studs and wood-based structural sheathing with reinforced nailing is tested to evaluate the effects of the reinforcement. For the nailing reinforcement, shear wall specimens are constructed by applying nail spacings of 75-150 mm and 50-100 mm. For the shear wall specimens with one sheathing and reinforced nailing, the shear strengths are 1.7-2.0 times higher than that of the standard shear wall (nail spacing of 150-300 mm). The shear strength of the shear walls with sheathing on both sides is 2.0-2.7 times higher than that of the standard shear wall.