• 한국농공학회지
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• 제11권4호
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• pp.1803-1809
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• 1969

The newly designed mole drainage plower which is attached to tractor is tested for work capacity comparing with the pulling by man animal and winch. Besides. the effect of desalinization by the mole drainage in reclaimed tideland was observed. The results as obtained in this experiment are as follows: 1. The mole drainage plower of tractor attachment has higher work capacity by 3 to 5 times than that of winch 2. The suitable soil moisture content to carry out the layout of mole drains is from 21 to 25 percent. 3. The new design mole drainage plower requires th lowest cost as comparing with the other methods. 4. Carrying out the mole drainage in reclaimed tideland it is effective in desalinization from 2 to 3 times than the only use of irrigation water. 5. The reasonable depth and interval of mole drains may be 60cm and 3m respectively. 6. The desalinization by the mole drainage increases the yield of rice from 40 to 45 percent in reclaimed tideland.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.861-868
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• 1999

Drainage concrete pavement, unlike water permeable concrete pavement, is to preclude the pavement from overflowing with water, such as rain water, from infiltrating into earth by placing a border in the middle layer which makes water to flow through the surface of the border to the conduit. Drainage concrete pavement enhances car wheel resistance to slippery and wet road surface and imbibes noise caused by friction on the road. Also, by using pigment, it adds to the beauty of the environment. Drainage concrete pavement can be used for sidewalks, roadways, parking lots and expressways.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 가을 학술발표회 논문집
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• pp.329-336
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• 2001

The numbers of geogrid-reinforced walls are widely used in Korea. This papers present the results of two failure case histories of geogrid-reinforced segmental retaining walls. The geological background of the construction sites, detailed construction sequences, and the amount of rainfall were examined. The failure of these reinforced walls are caused by the improper drainage system and foundation treatment, too sharpened curvature of corner work, and too high height of wall.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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• pp.255-270
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• 1991

In recent years. finite element methods have been used with increasing effectiveness in analysis of displacements and stresses within soil masses. However, one of the weakest links in the analytical representations used in these methods is the models of the material behaviour. Herein is discribed a modification to the finite element methods that allows solution problems with realistic stress-strain relation for soils. A finite element program for the precision prediction of the stress distribution within foundation has been developed using the elasto-plastic Work-Hardening model. The developed program is verified by comparing the results of this study with the tested results for Sacramento river sand. The main results obtained from the numerical examples are as follows: The vertical total stress increments are insensitive to drainage and constitutive equation of materials. The horizontal total stress increments are considerably affected by the drainage and constitutive equation of materials. The maximum shear stresses are affected by the drainage only in elasto-ptastic meterirals. The excess pore water pressures and the volumetric strains not only are considerably affected by the constitutive equation of materials. but also have almost similar distribution.

• 한국표면공학회지
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• 제36권1호
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• pp.42-47
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• 2003

Hot-dip galvanizing process is used widely in industry to achieve corrosion resistant coatings. Poor drainage during this process often leads to problems such as icicle formation and bridging In this work, mild steel specimens were hot-dip galvanized. Influence of the addition of bismuth, aluminum and both (bismuth and aluminum) to the zinc bath on the zinc drainage were determined. Bismuth additions improved the drainage significantly. Zinc bath containing 0.1 wt.% Bi and 0.025∼0.05 wt.% Al showed uniformity of coatings. Industrial trials with this bath composition showed reduction in zinc consumption, reduction of ash and dross, and good luster of workpiece.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.280-285
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• 2005

At present, there are several problems related with sand mat which is used as a way to accelerate consolidation settlement, act like an underground drainage layer and increase trafficability simultaneously. First of all, the unbalance oft he demand and supply of sand is the one of the biggest problems, which makes not only price advance of sand but also delays a term of total construction work. Secondly, the damage of ecosystem and scenery is triggered by thoughtless sand dredging or mining. So, the need that the sand for sand mat should be replaced with a new environmental friendly material has been increased. Fiber mat may be one of the proper materials that suits the need. Therefore, we intended to compare the drainage properties of sand mat with those of fiber mat by experimental model tests. On the basis of the test results, fiber mat took shorter period of consolidation than sand mat and it's amount of settlement showed a little bit bigger than the other. In conclusion, the substitutability of fiber mat for sand mat could be placed highly in view of drainage efficiency. Furthermore, when Fiber mat is used, it has an advantage that spoil soil of the construction site or nearby site can be used for the purpose of increasing trafficability in addition to a role of drainage layer.

• 한국지반신소재학회논문집
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• 제15권1호
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• pp.11-19
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• 2016

본 논문에서는 실제 보강토 옹벽에서 열유도 배수장치에 의한 영향을 분석하기 위하여 옹벽 형태의 축소모형실험을 진행하였다. 열선의 온도상승으로 인해 화강풍화토 내부의 온도가 상승하며 화강풍화토 내부에 있는 수분을 배수층으로 이동시켜 배수를 원활이 하여 옹벽의 붕괴방지를 위한 목적을 가지고 있다. 특히 강우 시 배수활동이 중요하기 때문에 강우조건을 모사하기위해 워터스프레이건을 이용하여 지반에 강우작용을 모사하였으며 강우에 의한 옹벽 벽체의 변위, 지반내부의 체적함수율 변화, 강우배수량, 벽체의 토압의 변화 그리고 보강재의 변형률의 변화를 분석하여 지반 내 열유도 배수장치의 영향으로 인한 차이를 확인하였다. 그 결과 열유도 배수장치를 적용한 경우 배수량이 증가하며 그로인해 토압이 감소하며 벽체의 변위가 감소하는 것으로 나타났다.

• 한국안전학회지
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• 제27권2호
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• pp.72-77
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• 2012

There are insufficient models that find problems and solutions for accident prevention through risk assessment and suggest safe work process and work instruction from foundation works to finish work for accident decrease. This paper presents a quantitative risk assessment model by analysis of risk factors in each process such as earth works, drainage works, pavement works, appurtenant works and etc based on accident examples and investigation on actual condition in roads construction work. In addition, the safety management system was developed to perform risk assessment of construction and use it for effective safety training for labor.

• 터널과지하공간
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• 제18권5호
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• pp.375-385
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• 2008

광미적치장 수문 분석은 강우에 의한 유출량 합과 배수처리량을 단순 비교하는 댐과 달리 지하 배수시설 뿐만 아니라 지상배수시설과 비상배수시설 등 여러 종류의 배수처리 시설이 복합적으로 운영되기 때문에 유출량과 배수량을 시공간적으로 비교하여야 한다. 본 연구에서는 이와 같이 다단계 배수시설로 구성된 구 상동광산의 신광미적치장의 배수처리 능력을 GIS 기법을 이용하여 분석하였다. 분석 결과, 배수시설이 정상 작동할 경우 100년 빈도 시간 확률강우량인 80.31 mm/hr의 강우강도로 1시간 동안 비가 내리더라도 범람의 위험성은 없는 것으로 예측되었다. 그러나 모든 배수시설이 작동하지 않는다면 총 강우량이 251.1 mm에 도달할 때 광미댐은 범람의 위험성이 있는 것으로 예측되었다.

• 자원환경지질
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• 제53권6호
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• pp.695-701
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• 2020

본 연구는 중성의 pH 조건에서 Fe, Mn, As이 포함된 복합오염수를 배출하는 광산배수의 수질특성을 모니터링하였다. 침출수를 처리하기 위해 모래와 석회석으로 이루어진 수직흐름반응조(VFR, Vertical Flow Reactor)와 제강슬래그와 석회석을 적용한 반응조(ZMR)로 구성된 현장파일럿 장치를 설치하여 약 6개월간 운영하였다. 광산배수 내 존재하는 Fe, Mn, As에 대한 현장파일럿 장치의 처리효율을 평가하였다. 중성의 알칼리 수질특성을 가진 D광산 침출수에 VFR와 ZMR 공정을 적용한 결과, pH와 알칼리도가 효과적으로 상승하여 Fe과 As가 99%이상 제거되었으며 Mn은 98%이상 제거하여 복합오염물질 처리가 가능함을 확인하였다. 본 연구결과를 통해 Fe, As, Mn이 포함된 소규모 광산배수에 자연정화기반의 공법이 적용가능함을 확인하였다.