• 한국건설순환자원학회논문집
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• 제4권2호
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• pp.195-202
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• 2016

콘크리트의 펌핑에는 일반적으로 피스톤 펌프를 많이 사용한다. 충진율은 피스톤 펌프의 실린더 부피와 실린더 내에 채워지는 콘크리트의 부피비를 의미한다. 따라서 콘크리트 펌핑에서 토출량과 펌핑 효율에 직접적으로 영향을 미치는 인자라고 할 수 있다. 하지만 아직까지 이에 대한 정확한 분석은 이루어지지 않고 있다. 이 연구에서는 기존에 수행된 350m와 548m 수평배관 펌핑 실험 데이터를 바탕으로 콘크리트의 유동특성, 토출량, 그리고 스트로크 시간과 콘크리트펌프 충진율과의 관계를 파악하였다. 또한 콘크리트의 유동특성과 스트로크 시간으로부터 충진율을 계산할 수 있는 모델을 제안하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.177-184
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• 2000

Geotube is a tube made of geotextile and hydraulically filled with dredged soil. This technological method has been widely used in the advanced countries of the world to build the shore protection embankment. The dredged contaminated sediments from the lake, river, and harbor can be pumped into the geotube by using the hydraulic pump. So, environments effects can be minimized and enhanced by using this method. This paper presents a field test result of a geotube in the land reclamation project for the Songdo New City construction site. The dredged silty clay was dredged by the dredging ship and hydraulically pumped into the geotube. The height of geotube was measured at every filling stage and also measured width and diameter of geotube with the elapsed time. The unit weight of soil and undrained shear strength of filled soil in a tube were measured at the various locations and heights of geotube with the elapsed time. Geotube technique can be effectively implemented for the silty clayey soil with using the dredging ship.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.799-805
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• 2008

In this study load transfer and hydraulic fracturing of core zone of object rockfill dam are estimated and monitored by a numerical analysis and a instrumentation immediately after the construction and during the first impounding. The estimated results are compared with the monitored results. It reveal that the core zone is safe on the hydraulic fracturing.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.549-556
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• 2002

Geotextile tubes hydraulically or mechanically filled with dredged materials have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins and jetty). It can also be used to isolate contaminated material from harbor, detention basin dredging, and to use this unit as dikes for reclamation work. Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. The stability analysis of geotextile tube is composed geotechnical and hydrodynamic analysis. The stability check points are sliding failure, overturning, bearing capacity failure against the wave attack. In this paper presented the construction procedure and in-situ measurement(properties of filling material, effective height variation, stress variation at geotextile tube bottom) of geotextile tube at Young-Jin Bay and stability analysis by theoretical method and hydraulic model tests

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권1호
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• pp.114-125
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• 2017

This paper addresses a study of inner-tank sloshing effect on motion responses of a Floating Liquefied Natural Gas (FLNG) system, through experimental analysis and numerical modeling. To investigate hydrodynamic characteristics of FLNG under the conditions of with and without LNG-tank sloshing, a series of numerical simulations were carried out using potential flow solver SESAM. To validate the numerical simulations, model tests on the FLNG system was conducted in both liquid and solid ballast conditions with 75% tank filling level in height. Good correlations were observed between the measured and predicted results, proving the feasibility of the numerical modeling technique. On the verified numerical model, Response Amplitude Operators (RAOs) of the FLNG with 25% and 50% tank filling levels were calculated in six degrees of freedom. The influence of tank sloshing with varying tank filling levels on the RAOs has been presented and analyzed. The results showed that LNG-tank sloshing has a noticeable impact on the roll motion response of the FLNG and a moderate tank filling level is less helpful in reducing the roll motion response.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2682-2687
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• 2008

Depressurized drainage systems have been used for more than 30 years and are becoming a common part of urban drainage infrastructures. The hydraulic principles governing the operation of the depressurized drainage systems were studied in this paper and particularly, focused on the analysis of unsteady characteristics of the two-phase flow. A definition of the filling ratio was outlined and types of flow pattern were classified according to the filling ratio. Experiments were conducted to investigate the main features of pressure fluctuation. All results were found to depend on the filling ratio of the upstream pipe flow as well as the upstream Froude number.

• 터널과지하공간
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• 제24권6호
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• pp.449-463
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• 2014

국내의 경우 슬러리나 페이스트 형태로 수압식 충전에 대한 연구와 다양한 폐광산 현장에 적용한 사례는 많으나, 공압식 충전에 대한 연구는 진행되지 않고 있다. 기존의 공압식 충전법은 강관의 구부러진 곳에서 충전재 유동에 의한 마모에 의해 강관의 손상이 발생한다. 이와 같은 문제점을 개선하기 위하여 새로 고안한 개량형 노즐을 이용한 공압식 충전법을 개발하였다. 본 연구에서는 접근이 가능하거나 불가능한 채굴공동을 모사하여 실험실에서 모형실험을 수행하고 그 충전효율을 평가하였다. 갱내 충전법 실험에서는 토출각의 변화, 모래의 투입량 및 입자 크기에 따라 충전효율을 분석하였으며, 지상 충전법 실험에서는 중력식, 재래식 및 개량형 충전방법의 실험으로부터 충전효율을 분석하여 개량형 공압식 충전법의 우수성을 입증하였다.

• 한국해안·해양공학회논문집
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• 제31권6호
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• pp.403-408
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• 2019

일반적으로 유공벽을 갖는 케이슨(유공케이슨)은 직립식 구조물 벽면에 유공부를 설치하여 반사파의 저감, 월파량의 저감 등의 목적으로 사용된다. 본 연구에서는 유공케이슨 유수실을 골재(사석)로 채운 형태의 구조물에 대한 수리특성(반사계수)을 수리모형실험을 통해 검토하였다. 유수실을 사석으로 채운 경우가 유수실이 비어있는 일반적인 형상보다는 반사계수가 크게 나타났으나, 속채움재를 유수실에 설치하여 중량을 확보함으로서 구조물의 안정성을 확보하고, 일정 수준에서 수리특성을 만족할 수 있는 것으로 검토되었다.

• Restorative Dentistry and Endodontics
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• 제48권1호
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• pp.8.1-8.8
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• 2023

Objectives: This study was designed to evaluate the parameters of bonding performance to root dentin, including push-out bond strength and dentinal tubular biomineralization, of a hydraulic bioceramic root-end filling material premixed with dimethyl sulfoxide (Endocem MTA Premixed) in comparison to a conventional powder-liquid-type cement (ProRoot MTA). Materials and Methods: The root canal of a single-rooted premolar was filled with either ProRoot MTA or Endocem MTA Premixed (n = 15). A slice of dentin was obtained from each root. Using the sliced specimen, the push-out bond strength was measured, and the failure pattern was observed under a stereomicroscope. The apical segment was divided into halves; the split surface was observed under a scanning electron microscope, and intratubular biomineralization was examined by observing the precipitates formed in the dentinal tubule. Then, the chemical characteristics of the precipitates were evaluated with energy-dispersive X-ray spectroscopic (EDS) analysis. The data were analyzed using the Student's t-test followed by the Mann-Whitney U test (p < 0.05). Results: No significant difference was found between the 2 tested groups in push-out bond strength, and cohesive failure was the predominant failure type. In both groups, flake-shaped precipitates were observed along dentinal tubules. The EDS analysis indicated that the mass percentage of calcium and phosphorus in the precipitate was similar to that found in hydroxyapatite. Conclusions: Regarding bonding to root dentin, Endocem MTA Premixed may have potential for use as an acceptable root-end filling material.

• 지질공학
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• 제11권3호
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• pp.279-294
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• 2001

지하구조물 건설시에 구조물의 안정성을 확보하거나 우물을 굴착할 때 충분한 양의 지하수를 확보하기 위해서는 정확한 수리적 매개변수를 알아내는 것이 필수적이다. 본 연구에서는 금정산 화강암지역에 시추된 6개 시험공의 여러 심도에서 수압시험을 실시하고, Moye식과 Hvorslev식을 이용하여 수리전도도를 구하였다. 또한 수리전도도와 텔레뷰어검층 및 시추코어자료로부터 얻어진 단열빈도를 서로 비교하고, 이들간의 상관성을 구하였다. 그 결과, 대부분의 시험공에서 텔레뷰어 자료가 시추코어자료보다 수리전도도와의 상관성이 높으나, 상관계수는 0.5미만이다. 이것은 연구지역 화강암의 수리전도도가 단열빈도뿐만 아니라 단열의 간극, 길이, 연결성, 방향, 경사도 그리고 충전물 등과도 복합적으로 관련됨을 암시한다.