• 한국도로학회논문집
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• 제16권2호
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• pp.53-59
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• 2014

PURPOSES : This study estimated an asphalt pavement internal behavior under uphill lanes considering reducing speed of heavy truck on uphill slope. METHODS : Truck performance curve which has been adapted to "Korea Highway Capacity Manual" was analyzed. And asphalt pavement internal behaviors were estimated with Multi-layered elastic analysis using KPRP(Korea Pavement Research Program) dynamic modulus prediction equations. RESULTS : As a result, it is shown that when the standard truck drives 2.0 km at a speed of 80 km/h in 8% climbing slope, it's speed reduced to 25.4 km/h, at same time frequency in asphalt layer decrease to 67.2% and it's dynamic modulus degrades to 30.9%. Based on these results, internal behavior as decreasing vehicle speed on uphill lanes were estimated. CONCLUSIONS : From the results of Multi-layered elastic analysis, internal behavior showed that when the standard truck drives 2.0 km at a speed of 80 km/h in 8% slope on uphill lanes, vertical strain was increased to 44.4% at the bottom of surface course, and lateral tensile strain was increased to 20.5% at the bottom of base course.

• Wind and Structures
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• 제28권5호
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• pp.331-345
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• 2019

Long-span bridge decks are often shaped as streamlined to improve the aerodynamic performance of the deck. There are a number of important shaping parameters for a streamlined bridge deck. Their effects on aerodynamics should be well understood for shaping the bridge deck efficiently and for facilitating the bridge deck design procedure. This study examined the effect of various shaping parameters such as the bottom plate slope, width ratio and side ratio on aerodynamic responses of single box streamlined bridge decks by employing unsteady RANS simulation. Steady state responses and flow field were analyzed in detail for wide range of bottom plate slopes, width and side ratios. Then for a particular deck shape Reynolds number effect was investigated by varying its value from $1.65{\times}10^4$ to $25{\times}10^4$. The aerodynamic response showed very high sensitivity to the considered shaping parameters and exhibited high aerodynamic performance for a particular combination of shaping parameters.

• 한국해안해양공학회지
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• 제13권2호
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• pp.149-157
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• 2001

Nadaoka et al.에 의해 유도된 약 비선형 완경사 파동방정식을 급경사 지형에 적용할 수 있도록 바닥경사 곡률항과 바닥경사 제곱항을 포함하는 확장형 파동방정식을 유도하였다. 유도된 확장형 파동방정식의 선형식에 대해 일차원 유한차분 수치모형을 구성하고, 다양한 경사를 가치는 평면 경사지형에 의한 파의 반사에 대해 유도된 식과 수치모형을 검사하였다. 본 연구의 수치해와 기존의 여러 수치모형의 결과를 비교하여 본 결과, 급변수심에 대한 바닥경사 곡률항과 바닥경사 제곱항을 완전히 포함하여 원래의 Nadaoka et al. 식보다 정도가 상당히 개선되었다.

• Journal of Biosystems Engineering
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• 제5권2호
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• pp.26-39
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• 1980

A study was investigated to find out the mechanical optimum conditions of power tiller-plow system on both paddy field and upland. Mathematical model was developed for the theoretical analysis of this system and the experimentation on the field was carried out with two different sizes of 5PS and 8PS power tiller equipped with rubber tire. 1) The relationship between the plowing depth and draft resistance of the power tiller-plow system was a quadratic function. 2) The minimum point of the specific draft resistance of the 5 PS plow was found at the smaller plowing depth than that of 8 PS plow, therefore we can find that the curved surface of 5PS plow bottom should be improved for the effective plowing operation. 3) As the improvement of the mechanical balance by the desirable change of the curved surface of plow bottom, the relative position of hitch point and dimension of plow beam would be realized, the 5 PS power tiller could be used to plow deeply (about 16-17cm). 4) The virtual acting point of the total draft resistance on the plow bottom approached to the land side as the plowing depth increased. 5) The resultant of vertical reaction force $R_2$ on the landside was increased with the plowing depth, while the vertical reaction force $R_1$ on the wheel was decreased as the slope angle of the body of power tiller increased. 6) For the effective plowing operations ; a) The slope angle of the body should be as small as possible. b) The diameter of the wheel should be as small possible. c) The horizontal and vertical distances $l_2, h_1$ between the wheel axis and plow bottom should be as large as possible. 7) To use the 5PS power tiller as the major unit of agricultural machinery, the curved surface of the 5 PS plower bottom and the mechanism of attachment between the power tiller and the plow should be changed as the indications of this study, and in addition to these, the new operation method of the field work should be developed.

• 한국지반환경공학회 논문집
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• 제8권2호
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• pp.11-18
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• 2007

철도 연변 사면의 활동은 열차 노선의 사용성과 안전성에 상당한 영향을 미치고 있다. 따라서 사면안정 문제는 철도 노선 운용에 있어 큰 관심사항이다. 본 연구에서는 철도연변 사면의 활동이 발생하는 조건에서의 강우정보를 분석하였으며 침투해석과 한계평형해석을 통하여 강우를 고려한 사면의 안정성 분석 기법을 제시하고자 한다. 강우량 분석결과 사면활동이 발생하기까지 누적강우량은 150~500mm 사이에 분포하고 있었고 강우지속시간은 3~24시간으로 나타났다. 분석된 강우량을 바탕으로 무한사면 조건에서의 침투해석과 강체거동 분석을 수행하고 무한사면의 심도는 2m를 가정하였으며 다중의 파괴면은 2m 심도로부터 16.7cm 간격으로 모델링이 되었다. 한계파괴심도인 2m는 안전율이 수렴하는 심도이다. 해석결과 기존의 사면안정성 평가 기준에서 고려하고 있는 우기시 해석조건의 결과보다 현실적인 안전율을 보였다. 또한 누적강우량, 강우지속시간, 안전율을 축으로 하는 3차원 공간상에 안전율 변화 추이를 도시한 결과 강우를 고려한 사면의 안전성 분석 시 일반적으로 고려하는 강우강도 뿐만 아니라 누적강우량(강우지속시간) 또한 고려되어야 할 것으로 판단되었다.

• 한국환경복원기술학회지
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• 제12권2호
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• pp.29-39
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• 2009

Research was initiated to investigate a vegetation characteristics of the winter season by seeding periods. 3 seeding periods (Mid-December seeding plot, Late January seeding plot and Early March seeding plot) and 3 zones (the top zone, the middle zone and the bottom zone) in each plot were treated with 3 replications on the experimented slope. Data such as vegetation coverage (%), soil hardness (MPa), temperature ($^{\circ}C$) and moisture (%) content were analyzed. The vegetation coverage was high in Early March seeding plot, medium in Mid-December, and low in Late January seeding plot. Early March seeding plot was effective in moisture content, soil hardness, and temperature for the growth of vegetation when compared to Late January seeding plot and Mid-December seeding plot. From the standpoint of coverage ratio of plant species, the coverage of Dianthus sinensis and Albizzia julibrissin were high in the Late January seeding plot whereas the coverage of Lotus corniculatus and Cool-season turfgrass were high in Early March seeding plot. These results indicated that the high vegetation coverage of Dianthus sinensis and Albizzia julibrissin in Early March seeding plot was caused by scarification during winter season. There was no difference observed in plant height regardless of seeding periods except in early surveying time of May and June after seeding. As far as each zone of the plot was concerned, the vegetation coverage was high. in the bottom zone, medium in the middle zone and low in the top zone. The bottom area of the experimented slope was high in moisture content when compared to the middle zone and the top zone.

• 한국지반공학회논문집
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• 제37권3호
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• pp.43-50
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• 2021

우리나라는 산지가 많은 지형적인 특성으로 도로와 도시 개발에 따라 산지를 굴착하고 옹벽을 설치하는 공사가 매년 증가하고 있다. 특히 Panel식 옹벽은 안정성이 높기 때문에 사용빈도가 높으며, 일반적으로 Bottom-up방식을 사용하고 있다. 하지만 옹벽을 설치하기 위해 1:0.3정도의 기울기로 굴착 후 옹벽을 시공하는 방식인데 이러한 방식은 경사굴착으로 인해 추가 토공처리가 필요하며, 되메움과 다짐불량에 의한 안정성 저하 등의 문제점을 지니고 있다. Top-down방식의 경우 이러한 문제점을 보완할 수 있다. 하지만 Panel을 사면에 부착시키기 위해 사용되는 모르타르로 인해 옹벽과 사면 사이에 불투수층이 생긴다. 따라서 본 연구에서는 가상의 사면에 불투수층을 고려하여 배수시스템들의 역할이 우기시 사면의 안정성에 미치는 영향에 대하여 비교 분석하였다.

• Geomechanics and Engineering
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• 제15권4호
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• pp.947-955
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• 2018

In this study, we propose a three-dimensional simplified slope stability analysis using a hybrid-type penalty method (HPM). In this method, a solid element obtained by the HPM is applied to a column that divides the slope into a lattice. Therefore, it can obtain a safety factor in the same way as simplified methods on the slip surface. Furthermore, it can obtain results (displacement and strain) that cannot be obtained by conventional limit equilibrium methods such as the Hovland method. The continuity condition of displacement between adjacent columns and between elements for each depth is considered to incorporate a penalty function and the relative displacement. For a slip surface between the bottom surface and the boundary condition to express the slip of slope, we introduce a penalty function based on the Mohr-Coulomb failure criterion. To compute the state of the slip surface, an r-min method is used in the load incremental method. Using the result of the simple three-dimensional slope stability analysis, we obtain a safety factor that is the same as the conventional method. Furthermore, the movement of the slope was calculated quantitatively and qualitatively because the displacement and strain of each element are obtained.

• 농업과학연구
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• 제49권4호
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• pp.809-819
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• 2022

This study was conducted to improve the stability of cut slopes of forest roads in granitic weathered soil areas. The study area is a national forest road (road length 28.48 km) in Pyeongchang-gun, Gangwon-do. After data collection, a statistical analysis was performed using IBM SPSS (Ver. 26.0). First, the correlation analysis showed that structure, slope position, soil erosion, slope, and aspect (N, S) were correlated with vegetation coverage (p < 0.05). Elapsed years, slope distance, and aspect (E, W) were found to have no correlation with vegetation coverage. (p > 0.05) Second, one-way ANOVA and Kruskal-Wallis test results showed that vegetation coverage was worse when the slope was located at the top or the middle of the slope than at the bottom of the slope. In addition, the site with sheathing and gabions showed good vegetation coverage when compared with the site without structures. In the case of soil erosion, areas with severe damage and moderate damage showed worse vegetation coverage. Therefore, it is necessary to strengthen the slope angle of the cut soil of the granitic weathered soil area from 1 : 0.5 - 1.2 to 1 : 0.8 - 1.5. In addition, structures such as sheathing and gabions should be installed on granitic weathered land.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2009년도 9th International Meeting on Information Display
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• pp.543-545
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• 2009

With injection-type source delivery system of atomic layer deposition (ALD), bottom-contact and bottom-gate thin-film transistors (TFTs) were fabricated with a poly-4-vinyphenol polymeric dielectric for the first time. The properties of the ZnO TFT were greatly influenced by the device structure and the process conditions. The zinc oxide TFTs exhibited a channel mobility of 0.43 $cm^2$/Vs, a threshold voltage of 0.85 V, a subthreshold slope of 3.30 V/dec, and an on-to-off current ratio of above $10^6$ with solid saturation.