• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.119-123
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• 2010

Causes of the levee collapse are directly or indirectly associated with geotechnical engineering as well as hydraulics. In this paper, literature survey and analysis were conducted to present the alternatives in geotechnical engineering issues for rational levee design. The alternatives include the reasonable river-bed soil utilization and precautions of numerical analysis and slope stability analysis, disruption type and improvement method of drainage facility.

• 수산해양기술연구
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• 제30권3호
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• pp.161-171
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• 1994

Mesh selection analysis for the trawl net were carried out at the Southern Korean Sea and the East China Sea during the 1992-1994 years by the training ship Seabada of the National Fisheries University of Pusan, using A type (51.2mm), B type (70.2mm), C type (77.6mm), D type (88.0mm) square mesh cod-ends. The fishing trials were made using bottom trawl of the trouser type cod-end with cover net. Selection curves and selection parameters were calculated by a logistic model for Sphyraena pinguis, Pampus argenteus, Trachurus japonicus, Pagrus major, Callanthias japonicus, Trichiurus lepturus. The results obtained are summarized as follows: 1. Red barracuda : Selection range and fifty percent selection length in the A type was 115.8mm, 292.8mm, respectively. 2. Harvest fish : Each selection range and fifty percent selection length in the B. C. and D type was 37.7mm, 113.8mm : 40.1mm, 131.7mm and 64.8mm, 148.6mm, respectively. Selection parameters of master curve were : slope, 3.81 : intercept, -6.4. Optimum mesh size was 89.3mm. 3. Horse mackerel : Each selection range and fifty percent selection length in the A, B, C and D type was 43.0mm, 148.3mm : 60.7mm, 183.2mm, 214.5mm and 91.4mm, 254.9mm, respectively. Selection parameters of master curve were : slope 2.30 : intercept, -6.4. Optimum mesh size was 66.8mm. 4. Red seabrem : Selection range and fifty percent selection length in the D type was 42.7mm, 203.4mm, respectively. 5. Yellowsail red bass : Selection range and fifty percent selection length in the A type was 84.0mm, 110.6mm, respectively. 6. Hair tail : Each selection range and fifty percent selection length in the A, B and C type was 59.7mm, 176.0mm : 100.9mm, 250.7mm and 178.6mm, 307.0mm, respectively. Selection parameters of master curve were : slope, 1.54 : intercept, -5.4. Optimum mesh size was 57.5mm.

• Geomechanics and Engineering
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• 제14권6호
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• pp.545-552
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• 2018

Blast-induced ground vibrations by a significant amount of explosives may cause many problems for mining slope stability. Geological discontinuities have a significant influence on the transmission of dynamic pressure of detonation and according to their position relative to the slope face may have damaging or useful impacts on the slope stability. In this study, the effect of geological discontinuities was investigated by modelling a slope with geological discontinuities through applying the dynamic pressure in three-dimensional discrete element code (3DEC). The geological discontinuities in four states that generally apperceived in mine slopes are considered. Given the advantages of the pressure decay function defined by some researcher, this type of function was used to develop the pressure-time profile. The peak particle velocities (PPV) values were monitored along an axis by utilization of Fish programming language and the results were used as an indicator to measure the effects. As shown in the discontinuity-free model, PPV empirical models are reliable in rocks lacking discontinuities or tightly jointed rock masses. According to the other results, the empirical models cannot be used for the case where the rock mass contains discontinuities with any direction or dip. With regard to PPVs, when the direction of discontinuities is opposite to that of the slope face, the dynamic pressure of detonation is significantly damped toward the slope direction at the surface of discontinuities. On the other hand, when the discontinuities are horizontal, the dynamic pressure of detonation affects the rock mass to a large distance.

• 센서학회지
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• 제24권4호
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• pp.252-257
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• 2015

This paper proposes a single slope A/D converter (SSADC) that is possible to process the signal of the ultraviolet, visible and infrared rays with a single chip. And the proposed SSADC is a type of single channel ADC. In the conventional SSADC, it is possible to process the only one signal with a kind of the sensor because the speed of the operating frequency and the slope of ramp signal generated by the ramp generator are fixed. In order to improve the disadvantages, a ramp generator which has variable slope in ramp function is designed and $3{\times}1$ MUX(multiplexer) is adopted so that we can change the speed of the operating frequency and the slope of ramp signal. Therefore, the multiple signal processing of the wanted sensors can be possible. The designed circuit is layout by the $0.35-{\mu}m$ CMOS 2-poly 4-metal technology process and is checked through DRC and LVS tools.

• 농업과학연구
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• 제38권4호
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• pp.739-745
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• 2011

The MUSLE was utilized in this study to estimate soil erosion using daily precipitation which was main influential factor in soil loss estimation. Various scenarios were simulated to evaluate how transition of slope, agricultural products and precipitation could affect soil loss in the field. It was found that slope was the most affecting factor in soil loss estimation. Especially 1.8 times the soil loss was expected with potato at 45% slope compared with codonopsis at same slope with MUSLE model. Fortunately, farmers had planted codonopsis at this slope to reduce soil erosion from this steep slope. As shown in this study, the MUSLE method could be utilized to determine optimum crop type for each field with various slope conditions to minimize soil erosion. This approach utilized in this study could be applied to other agricultural watersheds to evaluate various soil erosion conditions.

• 지질공학
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• 제30권4호
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• pp.673-682
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• 2020

비탈면의 안정성 측면에서 파괴형태에 따라 예상 파괴면에서의 지반 전단력과 앵커보강에 의한 저항력은 중요한 요소로 작용할 수 있다. 또한, 앵커가 보강된 비탈면에서는 지압판이 설치된 지반의 풍화, 침하 및 불완전하게 방청 처리된 강연선의 부식 등으로 인하여 앵커축력이 변할 수 있다. 그러나 앵커 축력의 변화로 인해 국부적으로 앵커의 저항력을 상실한 경우에는 앵커가 저항력을 발휘하지 못하게 되어 주변 앵커로 외력이 전가되는 경향이 있으며, 이에 따라 주변앵커의 긴장력을 증가시키게 된다. 이로 인해 전체 비탈면의 안정성에 문제가 발생하게 되므로 주의가 요구된다. 따라서 본 연구에서는 비탈면에 설치되어 있는 앵커의 긴장력 변화경향을 모니터링하고 이를 고려한 비탈면 전체의 외적 안정성을 유추하는 방법을 제안하고자 하였다.

• 한국생활과학회지
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• 제10권4호
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• pp.391-398
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• 2001

This research is focused on how to divide the upper chest type and to find out the amount to be removed at the neckline according to the different upper chest type and different neckline depth. The result of the research is as followed. 1. In the result of the factor analysis, the upper chest could be explained by six factors such as the shape factor of the upper chest, shoulder curve factor, shoulder sloping factor, space factor from shoulder to waist, upper chest slope factor, and the bust size factor. 2. The shape of the upper chest could be divided by three groups. The first group is characterized as lagging and bent backward shoulder, slight slope of upper chest, and small bust. The second group is comparatively curved at the upper chest and big bust. The third group is rising and bent forward shoulder, slight curved upper chest. 3. The amount to be removed at the different neckline depth and in these three types of upper chest had a difference due to the differences of the upper chest shape containing the shoulder shape.

• 한국농촌건축학회논문집
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• 제2권2호
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• pp.115-126
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• 2000

Retaining walls are used to prevent excessive movement of retained soils. Typical retaining walls include gravity, reinforced concrete, reinforced earth and tie-back. However, from a practical viewpoint there are still drawbacks among these often constructed retaining walls. New types of retaining walls constructed with precast concrete blocks are proposed. This type of retaining wall is incorporates each blocks interconnected with adjacent block by connecting unit to build up a flexible retaining-wall system. This paper focus to behavior characteristics includes deformation and distribution of lateral earth pressure by loading tests and FEM analysis. For model tests, a 1/10 scale reduce models are manufactured include unevenness part, drainage hole and connecting unit and steel wire used to connect each blocks with adjacent block. To simulate the real retaining walls closely, uneven parts are interconnected each other and the construction type of blocks and wall front inclination are varied to investigate the relative displacement of individual block and the location of maximum deformation of wall as increasing surcharging. Additionally, PENTAGON3D, which solve the geotechnical and other problem, used for verifying and comparing with model tests.

• 한국지리정보학회지
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• 제21권4호
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• pp.145-157
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• 2018

우리나라 국토의 약 64%를 구성하고 있는 산지는 "산지관리법"에 의거하여 산지전용허가기준에 따라 전용이 허가된다. 현행 산지관리법에서는 산지전용허가를 위한 지형기준으로서 평균경사도($25^{\circ}$이하)와 표고(5부 능선 미만) 기준을 정의하여 재해로부터 취약한 필지의 전용을 규제하고 있다. 그러나 경사도는 전용하고자 하는 필지 내의 평균경사로 정의하고 있기 때문에 지형의 요철(凹凸)과 같은 사면형태를 고려할 수 없어 실제적인 재해위험성을 판단하기가 곤란하다. 그러므로 본 연구에서는 지형분류기법(Catena)의 적용가능성을 분석하고, 산지전용허가기준의 개선 방안을 연구하였다. 이론적 근거를 바탕으로 철형 및 직선 사면과 같이 물질의 이동이 활발한 사면 유형을 재해위험성을 지닌 '위험사면'으로 선정하였다. 전라북도 남원시를 대상으로 실제 산사태 발생지의 지형을 분석한 결과, 상기 유형이 약 57% 분포하는 것으로 나타나, 선정한 '위험사면'의 실제 산사태 발생 위험성을 확인하였다. 현행 산지전용허가기준을 적용했을 때 산지전용이 가능한 필지의 사면유형 분석과 실제 남원시에서 산지전용이 허가된 필지에 대한 분석에서도 '위험 사면'의 비율이 모두 50% 이상인 것으로 분석되었다. 그러므로 사면유형과 관련된 산지전용허가 기준을 마련함으로써 '위험사면'에서의 산지개발 및 이용을 방지해야 한다. 또한 본 연구에서는 산지전용허가가 가능한 필지 내 '위험사면'의 비율을 제안함으로써 산지전용허가기준의 개선을 위한 사면유형 기준의 활용방안을 제시하였다.

• 한국지반공학회논문집
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• 제25권2호
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• pp.55-66
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• 2009

경상북도 포항시 동해면 석리지역의 국도변에 위치한 이암으로 구성된 사면에서 실제로 발생한 사면붕괴 사례를 중심으로 이암사면의 강우유형에 따른 침투해석을 시행하여 강우가 사면에 미치는 안정성 분석에 대한 연구를 수행하였다. 이를 위하여 붕괴가 발생한 사면을 대상으로 정밀지표조사, 지구물리탐사 및 시추조사를 수행한 후 상세 지층상태를 분석하고, 붕괴 활동면이 위치하는 구간에 대하여 slaking/swelling시험을 통해 내구성이 저하되는 것을 파악하고, 현장투수시험을 통해 토층별 투수성을 파악하였다. 또한 한계평형해석 프로그램인 Talren 97을 이용하여 역해석에 의한 강도정수의 변화분석 및 Slope/W 프로그램을 이용하여 호우시 침투거동과 강우량에 따른 사면내 수압의 변화에 의한 불안정하게 되는 과정을 분석하였다. 실제 붕괴이력을 갖는 사면을 대상으로 지형적인 조건과 서로 상이한 강우조건을 적용하여 사면의 지질구조대 발달 및 사면표면의 상태에 따른 강우침투로 인한 지하수의 상승과 강우지속시간에 따른 침투해석을 통해 사면의 안정성을 분석하였다.