• 전력전자학회논문지
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• 제24권3호
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• pp.207-214
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• 2019

In this study, discrete-time domain analysis is proposed to investigate the input current of a buck AC/DC light-emitting diode (LED) driver. The buck power factor correction converter can operate in both discontinuous conduction mode (DCM) and continuous conduction mode (CCM). Two discontinuous and two continuous conduction operating modes are possible depending on which event terminates the conduction of the main switch in a switching cycle. All four operating modes are considered in the discrete-time domain analysis. The peak current-mode control with slope compensation is used to design a low-cost AC/DC LED driver. A slope compensation design of the buck AC/DC LED driver is described on the basis of a discrete-time domain analysis. Experimental results are presented to confirm the usefulness of the proposed analysis.

• 한국기계가공학회지
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• 제20권3호
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• pp.33-39
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• 2021

This paper presents an optimized design technique that can satisfy the design input values. Numerical analysis was performed on the slope correction device based on the first design. The stress distribution was confirmed when the load specified as the design input value was applied, and design changes were introduced for parts for which the design safety factor did not meet the standard to ensure rigidity. And the results were verified through FEA.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.27-43
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• 2002

This paper described two case studies on large scale failure of cutting slope. The kind of rock in both sites predominated limestone and shale respectively. These cutting slopes located in northern area of Gyongbug Province are composed of very complicated and various rock mass. Geological characteristics, causes of failure, proceeding of security diagnose, maintenance method etc. of two sites were carried out to check the cutting slope stability and to provide reasonable maintenance method. This paper may provide the useful data for engineers related with design and construction of large cutting slope.

• 한국환경복원기술학회지
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• 제9권1호
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• pp.100-111
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• 2006

This study was carried out to increase the efficiency of site investigation through the evaluation of the applicable methods of investigation for cutting slope design. In an effort to find out the applicability of the method employed during the slope investigation, some tests were carried out on 6 subjects i.e location of weak zones, characteristics of discontinuities, distribution of strata, in situ tests for geo-technical properties, laboratory test and estimation of weathering. The method was highly applicable and produced expected results during the test of weak zones, discontinuities and distribution of strata. In order to apply the method to in- situ test for geo-technical properties and laboratory test on soil and rock slope, a statistic analysis of the existing data were required in advance. However its design applicability on rock slope was good although actual cases of application were not many due to limitation of the cases for investigation. The method was frequently referenced but not actually applied for anti seismic design test and estimation of weathering.

• 한국지반공학회논문집
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• 제26권11호
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• pp.75-87
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• 2010

불포화토에 강우가 지속되면 토체내 간극수압이 상승하게 된다. 따라서 토층의 포화로 인해 강도가 저하되고, Suction압이 균형을 이루는 임계 깊이까지 Wetting Front가 하강하여 사면붕괴가 발생한다. 지중 간극수압을 제어할 수 있다면 강도저감을 방지함으로써 사면안정을 유지할 수 있을 것이다. 본고는 지중 간극수를 흡수하여 배출할 수 있는 흡수관 설계를 시도하여 실험성과로 그 가능성을 제시하였다. 흡수관은 사면안정을 위한 보조공법으로 활용하는 것이 효과적일 것이다.

• Geomechanics and Engineering
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• 제24권4호
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• pp.389-397
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• 2021

Pile foundation is a typical form of bridge foundation and viaduct, and large-diameter rock-socketed piles are typically adopted in bridges with long span or high piers. To investigate the effect of a mountain slope with a deep overburden layer on the bearing characteristics of large-diameter rock-socketed piles, four centrifuge model tests of single piles on different slopes (0°, 15°, 30° and 45°) were carried out to investigate the effect of slope on the bearing characteristics of piles. In addition, three pile group tests with different slope (0°, 30° and 45°) were also performed to explore the effect of slope on the bearing characteristics of the pile group. The results of the single pile tests indicate that the slope with a deep overburden layer not only accelerates the drag force of the pile with the increasing slope, but also causes the bending moment to move down owing to the increase in the unsymmetrical pressure around the pile. As the slope increases from 0° to 45°, the drag force of the pile is significantly enlarged and the axial force of the pile reduces to beyond 12%. The position of the maximum bending moment of the pile shifts downward, while the magnitude becomes larger. Meanwhile, the slope results in the reduction in the shaft resistance of the pile, and the maximum value at the front side of the pile is 3.98% less than at its rear side at a 45° slope. The load-sharing ratio of the tip resistance of the pile is increased from 5.49% to 12.02%. The results of the pile group tests show that the increase in the slope enhances the uneven distribution of the pile top reaction and yields a larger bending moment and different settlements on the pile cap, which might cause safety issues to bridge structures.

• 한국지반공학회지:지반
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• 제10권4호
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• pp.133-152
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• 1994

In the present study, an economic design of Anchored Geosynthetic(AG) System applied mainly to reinforce unstable soil slopes is investigated. For this purpose methods of stability analysis are developed to determine the optimum installation angle, required minimum length and maximum spacing of nails. Anchorage of nails within the soil mass is achieved by frictional resistance to pull out along the effective length of the nails. Cases of infinite slope and finite slope are dealt with individually. Silce methods of stability analysis developed in the present study are limit-equilibrium-based. For the case of finite slope Spencer method which considers interslice force is modified to evalyate the overall stability. In addition, the effects of various design parameters on requried length and spacing of nails corresponding to the optimum orientation of nails are analyzed. Based on the analysis, a simplified equation is given for the optimum nail orientation. Also the importance of optimum nail orientation is illustrated throughout design example, and the appropriateness of judgment criterion are examined.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.16-26
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• 2002

As the slope designs had simply followed some slope guidelines during 1960's∼1970's, of which the main purpose was to estimate earth work quantities in the feasibility stage, slope failures had been experienced in Korea Highways. Various site investigation methods for highway cut-slopes have been continuously developed, and major cut-slope failures caused by slope instability have rapidly reduced. The failure mode of recent cut-slope failures in highways during typhoon RUSA No.15. featured a debris flow in soil mass activated by flowing water. The study of the surface soil scour and the debris flow caused by heavy rainfall must be done to protect the cut-slope failures in the future

• 한국지반환경공학회 논문집
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• 제20권5호
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• pp.13-21
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• 2019

급경사($65^{\circ}{\sim}85^{\circ}$)로 자연환경에서 장기간 안정한 상태로 유지되고 있는 깎기 또는 자연 상태의 암반사면이 다수 존재한다. 설계 실무측면에서 이와 유사한 암반상태 및 지질구조로 이루어진 지반을 양호한 연속체 암반사면으로 정의하고 있으며, 이 암반사면의 경사 결정 과정 중에 설계 및 시공 초기 단계의 안정해석 절차 단계에서 연속체 암반의 지반특성 평가방법을 수립하는 것이 중요하게 될 것이다. 이 연구에서는 급경사로 설계 가능한 양호한 연속체 암반사면의 안정해석 과정에서 지반정수 적용에 필요한 강도정수를 Hoek-Brown 파괴기준을 활용하여 실무적으로 산정하는 방안을 제안하고 이와 함께 급경사 암반사면의 안정해석을 통해 설계 적용성을 평가하였다. 기존 강도정수 산정방법은 작은 구속응력 변화에도 H-B파괴 포락선에 상응하는 등가 M-C강도정수가 민감하게 변화하므로 설계에서 실무적으로 활용하기가 부적합하였다. 이 문제점을 보완하기 위해 등각분할법으로 등가 M-C강도정수를 산정하는 방안을 제시하였다. 등각분할법의 설계 적용성을 확인하기 위해 기존 실시설계 현장에서 조성된 깎기 사면의 경사 변화에 따른 안전율 및 변위 결과를 검토하였다. 안전율은 1:0.5 사면에서 Fs=16~59이고, 1:0.3 사면에서 Fs=12~52이며, 대부분 10~12%의 감소를 보인다. 변위는 1:0.5 사면에서 0.126~0.975mm이고, 1:0.3 사면에서 0.152~1.158mm이며, 10~15%의 증가를 나타낸다. 이는 정규 비례의 미미한 변화이며, 안정성 측면에서는 양호한 상태이다. 설계 실무측면에서, H-B파괴기준에서 유도된 등각분할법으로 산정한 강도정수를 연구대상 암반사면과 유사한 양호한 암반에 대해 범용적인 강도정수로 적용하여도 안정적이고 경제적인 결과를 도출할 수 있다는 것을 확인하였다. 암반사면에 영향을 미치는 단층이 분포하지 않는 지반에서는 한계평형해석(LEM)과 유한요소해석(FEM)으로 안정해석하는 절차도 실무적으로 무난한 것으로 검토되었다. 연구대상 사면을 양호한 상태의 암반조건으로 선정하여 연구를 수행하였으나 좀 더 다양한 암반조건(터널 포함)에 보편적으로 적용할 수 있는지에 대한 검증 작업은 추후 연구과제가 될 것이다.

• Journal of the Korean Statistical Society
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• 제35권2호
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• pp.179-192
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• 2006

In this paper, a new method of modified second order slope rotatable designs (SOSRD) using balanced incomplete block designs (BIBD) for $4{\le}v{\le}16$ is presented. In this method the number of design points required is in some cases less than the number required in Victorbabu (2305) modified slope rotatable central composite designs. Further, a new method of construction of three level modified SOSRD using BIBD is presented. The modified SOSRD can be viewed as SOSRD constructed with the technique of augmentation of second order rotatable design (SORD) using BIBD to SOSRD. These designs are useful in parts to estimate responses and slopes with spherical variance functions.