• Korean Chemical Engineering Research
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• 제56권6호
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• pp.864-870
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• 2018

고체 수송관(standpipe, 내경 0.025 m)으로 연결된 2 단 기포 유동층(내경 0.1 m, 높이1.2 m)에서 붕괴 속도에 대한 하단 층 높이의 영향을 조사하였다. 기체로는 공기를 사용하였고, 고체로는 입도가 큰 입자(< $1000{\mu}m$, 겉보기 밀도 $3625kg/m^3$)와 입도가 작은 입자(< $147{\mu}m$, 겉보기 밀도 $4079kg/m^3$)를 혼합한 입자를 사용하였다. 작은 입자의 혼합비, 하단 유동층의 층 높이, 상단 유동층 분산판을 실험 변수로 고려하였다. 붕괴 속도는 하단 유동층의 정체 층 높이가 증가할수록 증가하였다. 그러나 작은 입도의 혼합비가 증가하면 이 효과가 감소하였다. 이 효과는 층 높이 증가에 따른 고체 수송관 압력 강하의 증가 때문이 아니라, 수송관 출구를 막는 농후상 굵은 입자 층 높이의 증가 때문으로 보였다. 상단 유동층 분산판 압력 강하의 증가는 붕괴 속도를 조금 감소시켰다. 붕괴 속도를 예측하는 개선된 상관식을 제안하였다.

• 한국지반공학회논문집
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• 제23권11호
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• pp.77-85
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• 2007

본 연구에서는 준설토 및 Bottom ash를 동시에 재활용하기 위하여 개발된 복합지반재료의 역학적 특성을 고찰하였다. 본 실험에서 제작된 복합지반재료는 부산 신항 건설현장에서 채취한 준설토, 시멘트, 기포 및 삼천포 화력발전소에 서 발생한 Bottom ash로 구성되어졌다. 다양한 배합비로 제작된 복합지반재료의 역학적 특성을 고찰하고, 특히 Bottom ash 혼합에 의한 역학적 거동 특성을 조사하기 위하여 다양한 실내실험이 수행되어졌다. 복합지반재료에 대한 실험결과 응력-변형 관계와 일축압축강도는 배합조건에 크게 의존하는 것으로 나타났고, 특히 Bottom ash 혼합시 압축강도 및 응력-변형 곡선의 기울기가 증가하는 Bottom ash 보강효과를 확인하였다. 복합지반재료의 압축강도는 양생기간이 증가할수록 증가하며, 28일 강도는 7일 강도의 약 $1.7{\sim}1.8$배 증가하는 것으로 나타났다. 복합지반재료의 단위중량은 기포함량에 크게 의존하였다. 복합지반재료의 변형계수($E_{50}$)은 Bottom ash의 혼합으로 인해 강도가 증가함에 따라 증가되었다.

• 한국해양공학회지
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• 제20권1호
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• pp.7-15
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• 2006

In this research, the behavior characteristics of cement mixing lightweight soil (CMLS) for recycling of dredged soil in the Nakdong River estuary are experimentally investigated. CMLS is composed of the dredged soil from Nakdong River estuary, cement, and air foam. For this purpose, uniaxial compression tests are carried out for artificially prepared specimens of CMLS, with various initial water contents, cement contents, and mixing ratio of dredged soils. The experimental results of CMLS indicated that the compressive strength is strongly influenced by the cement contents, rather than water contents and air foam. Compressive strength of CMLS increased with an increase in cement content, while it decreased with an increase in water content and air foam content. It was also found that the modulus of deformation E50 was in a range of 44 to 128 times greater than the value of uniaxial compressive strength, cured in 28 days.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.853-860
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• 2003

Relationship between axial strain and volumetric strain of Light-Weighted Foam Soil (LWFS) are investigated. LWFS is composed of the dredged soil from offshore, cement and foam to reduce the unit weight and also increase compressive strength. For this purpose. the triaxial compression tests are carried out on the prepared specimens of LWFS with various conditions such as initial water contents, cement contents, and curing stresses, The test results of LWFS Indicated that the axial strain - volumetric strain relationship is almost linearity with increase cement contents and the unit weight but the relationship is non-linearity with decrease cement contents and the unit weight. In this study, it is found that assuming no change of cross section area of LWFS, axial strain occurring the poisson's ratio of zero, that the axial strain same to volumetric strain, steeply increases with decrease the unit weight, initial water content, and cement contents.

• 한국전산유체공학회지
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• 제16권2호
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• pp.94-101
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• 2011

The fast pyrolysis characteristics of lignocellulosic biomass are investigated for a bubbling fluidized bed reactor by means of computational fluid dynamics (CFD). To simulate multiphase reacting flows for gases and solids, an Eulerian-Eulerian approach is applied. Attention is paid for the primary and secondary reactions affected by gas-solid flow field. From the result, it is scrutinized that fast pyrolysis reaction is promoted by chaotic bubbling motion of the multiphase flow enhancing the mixing of solid particles. In particular, vortical flow motions around gas bubbles play an important role for solid mixing and consequent fast pyrolysis reaction. Discussion is made for the time-averaged pyrolysis reaction rates together with time-averaged flow quantities which show peculiar characteristics according to local transverse location in a bubbling fluidized bed reactor.

• 한국연소학회지
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• 제3권1호
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• pp.41-48
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• 1998

A numerical study on combustion in a fluidized bed is based on three dimensional mixing and dispersion phenomena in the bed owing to the bubble growth in the vertical direction. As fluidizing velocities increase, bubble diameters increase, which activates the fuel dispersion in the bed. The combustion rates, however, reduce due to the decrease of gas exchange rates between bubble and emulsion phases. Fuel distributions in the bed are dependent on fluidizing velocities, equivalence ratios, fuel particle diameters, fuel feeding points, and the number of fuel feeders.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1069-1080
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• 2008

The mechanical characteristic of Lightweight Foamed Soil(LWFS) are investigated in this research. LWFS is composed of the in-suit soil, cement and foam to reduce the unit-weight and increase compressive strength. The unconfined compressive tests are carried out on the prepared specimens of LWFS with various soil types to investigate the relationship between compressive strength of LWFS and physical properties of soil. The result indicate that coefficient of gradation($C_g$) and liquid limit(LL) are more important factor affecting compressive strength than other physical properties of soil and coefficient of gradation($C_g$) and liquid limit(LL) can standard to determine the optical soil among the in-situ soils for LWFS.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.483-490
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• 2002

A massive amount of marine clay produced as dredging of coast and sea bed is often dumped in open sea and filled in pond. The treatment of marine clay demand a large area and make fatal environmental problems for echo system. This research work intend to manufacture a light-weight landfill materials which are produced by mixing the dredged marine clay with various amount cement and foam. An extensive Uniaxial and Triaxial compression test are carried out to investigate the strength characteristics of the light-weight cement mixed marine clay with foam under various test conditions. The results indicated that the required unit weight has been achieved with negligible change after 28days curing time in water. It is also recognized that the compressive strength of light-weight landfill materials linearly decrease with increasing initial water content, and the rate of strength decrease with increasing initial water content in water curing was smaller than that of air curing Futhermore, the rate of strength decreased with increasing initial water content, however, the rate become smaller as cement content increased.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.40-41
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• 2013

The energy consumption by buildings approximately reaches 25% of total korea energy consumption. The greatest part in the buildings of the energy consumption is building facade. but a few research projects on concrete compising more than 70% of outsider of buildings has been tried. This research is structural insulation concrete what improved insulation performance using micro form admixture and calcined diatomite powedr and lightweight aggregate.

• 대한기계학회논문집B
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• 제37권9호
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• pp.837-845
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• 2013

공기부양 펌프는 액체 내 공기부양 효과에 의해 양수 조작이 어려운 액체 및 액체 내의 침전물을 손상 없이 토출할 수 있는 장점을 가지고 있다. 이러한 장점을 이용하여 DCFC(Direct Carbon Fuel Cell)에서 고온의 용융된 연료를 혼합 및 순환시키기 위해 공기부양 펌프를 적용할 수 있다. 이를 위한 연구의 일환으로 공기부양 특성을 파악하기 위한 기초 실험을 수행하였다. 본 실험에서는 공기부양 펌프 시스템을 구축하여 저수통 내에 모사 액체로 물을 채우고 관(tube)을 삽입한 후, 관 하단부에 가스유량을 공급하여 상단부의 토출유량을 측정하였다. 설계 인자로서 관직경과 잠수비를 변경하면서 이에 맞는 공기유량을 공급하였고, 정해진 각 조건에서 생성된 관 내부의 기포(bubble) 형상을 디지털 카메라로 촬영, 그 형상을 네 단계로 구분하였다. 펌프의 성능을 이론식을 모델링하여 실험 데이터와 비교하였고, 토출 유량을 측정하여 물이 토출되는 시작점인 가스유량과 전체 유량비와의 상관관계를 분석하였다.