• 대한설비공학회지:설비저널
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• 제13권4호
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• pp.209-214
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• 1984

Friction factors and equivalent sand roughness of PVC pipe fittings have been studied by experiments in the Reynolds number range of $2,000\~70,000$. PVC pipe fittings studied are straight pipes, $90^{\circ}$ elbows and tees with 15, 25, and 40mm in norminal diameter, all manufactured in Korea with KS mark approval. Equivalent relative roughness of PVC pipes obtained lies between smooth pipe and 0.002. The study shows that equivalent sand roughness of PVC pipes increasses in proportion of the square root of pipe diameter , and can be approximately abtained by multiplying 4 to the root mean square value measured by metal surface roughness tester. Loss coefficient of PVC $90^{\circ}$ elbows decreases slowly with increasing Reynolds number. Loss coeffiicent of tees is a function of ratio of flow rates and Reynolds number.

• Journal of Welding and Joining
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• 제31권2호
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• pp.57-62
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• 2013

Magnesium has good castability and limited workability, so its products have been manufactured by almost casting processes. In this study, a pulsed Nd:YAG laser was used to butt-weld the sand casting magnesium alloys. And the effect of welding conditions such as peak power, pulse width, welding speed was evaluated in detail. As a result of this study, large underfill and plenty of spatter taken place under the conditions with high peak power. Thus, it is recommended to use low peak power and long pulse width to obtain good welds with deep penetration. It is also confirmed that the welding speed and pps(pulse per second) are directly connected at weld defects such as underfill, porosity.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 춘계학술논문 발표대회
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• pp.25-28
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• 2007

In this study we measured the changes according to time respectively on the basis of 0, 30, 60 and 90 minutes, taking into consideration the decline in fluidity of concrete according to elapsed time to analyze manufacturing capability of batcher plant according to elapsed time of ready-mixed concrete manufactured in batcher plant, and offer basic data for mixture design of ultra-high strength concrete. The proportion of water-binder was 23.55, water content was 160kg/m3, proportion of replacement of crushed sand was 0, 20 and 40% at 3 level, and we applied to the same condition of triaxial component using blast furnace slag powder and silica fume as admixture. And to meet the demand of certain fluidity, we measured respectively on property before and after hardening of ultra-high strength concrete using superplasticizer. As a result of experiment, before hardening of ultra-high strength concrete showed the best fluidity in conditions of crushed sand replacement rates of 20% and superplasticizer composition of 1.95%, but it appeared that fluidity drops as time goes by in the same composition condition. And it appeared that when it comes to hardened, the changes of compression strength according to elapsed time by crushed sand replacement rates were within 1MPa. Therefore, it turned out that the difference of strength according to elapsed time was low and compression strength of 280dys in composition mentioned above appeared highly as 88MPa.

• 자원환경지질
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• 제33권2호
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• pp.139-146
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• 2000

Development of an effective liner by utilization of the tailings frm the Imcheon mine and polymer has been tried. The tailings piled in the Imcheon mine, whose true specific gravity is about 2.86, are composed mainly of quartz, alkali-feldspar, muscovite and pyrite, and mostly (93.7% in volume) coarser than sand grain size (50${\mu}{\textrm}{m}$). Strength, leaching and permeability tests have been performed on the test specimens of polymer concrete manufactured with various mixing proportions of tailings, unsaturated polyester resins(UPR), calcium carbonates, stone powder sludges and granite soils. Polymer concrete specimens with stone powder sludges or granite soils as fillers and aggregates indicate 2.5 to 3 fold higher flexural and compressive strengths and lower permeabilities than those with calcium carbonates, which shows their usability as a waterproof liner. Also, the polymer concrete liner with stone powder sludge fillers is more advisable in aspects of utilization of waste sludges than that with other fillers.

• 대한조선학회논문집
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• 제40권1호
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• pp.55-62
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• 2003

This study has investigated physical and chemical properties of FRP waste, has manufactured polymer cement mortar using a crushed waste with sand and has evaluated its capability to develop the economical waste recycling technology. The study has investigated tension strength, hardness test and impact test as physical properties and also thermogravimetric characteristics and analyzed infrared spectroscope as chemical properties. Then the study has manufactured polymer cement mortar and has analyzed how the FRP waste fine aggregate replacement ratio has an effect on compression strength. Noticing admixture can complement strength drop occurred by the FRP waste fine aggregate replacement, the study examined an optimum rate of admixture addition and its reaction through electron microscope photos.

• Earthquakes and Structures
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• 제11권1호
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• pp.83-107
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• 2016

In this study, the response and behavior of machine foundations resting on dry and saturated sand was investigated experimentally. A physical model was manufactured to simulate steady state harmonic load applied on a footing resting on sandy soil at different operating frequencies. Total of (84) physical models were performed. The parameters that were taken into consideration include loading frequency, size of footing and different soil conditions. The footing parameters are related to the size of the rectangular footing and depth of embedment. Two sizes of rectangular steel model footing were used. The footings were tested by changing all parameters at the surface and at 50 mm depth below model surface. Meanwhile, the investigated parameters of the soil condition include dry and saturated sand for two relative densities; 30 % and 80 %. The dynamic loading was applied at different operating frequencies. The response of the footing was elaborated by measuring the amplitude of displacement using the vibration meter. The response of the soil to dynamic loading includes measuring the stresses inside soil media by using piezoelectric sensors. It was concluded that the final settlement (St) of the foundation increases with increasing the amplitude of dynamic force, operating frequency and degree of saturation. Meanwhile, it decreases with increasing the relative density of sand, modulus of elasticity and embedding inside soils. The maximum displacement amplitude exhibits its maximum value at the resonance frequency, which is found to be about 33.34 to 41.67 Hz. In general, embedment of footing in sandy soils leads to a beneficial reduction in dynamic response (displacement and excess pore water pressure) for all soil types in different percentages accompanied by an increase in soil strength.

• 터널과지하공간
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• 제21권4호
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• pp.320-327
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• 2011

본 연구는 ○○ 석회석 광산의 화강암 폐석을 이용한 부순 모래를 전색재로 이용하기 위하여 그 현장의 주변에서 쉽게 구할 수 있는 바다 모래, 강 모래, 점토와 물의 전색재와 동일한 조건으로 모르타르 블록의 시험발파를 통해 전색효과에 대한 비교가 이루어졌다. 이때 모르타르 블록은 폭 50 cm, 길이 50 cm와 높이 70 cm로 제작하였다. 전색재료들에 대한 물리.역학적 특성을 알아보기 위하여 체가름 시험, 직접전단시험과 압출시험이 수행되었다. 모르타르 발파시험에서 전색길이 10 cm 및 20 cm에 대하여 폭발 충격압에 따른 강봉의 축방향 변형율과 전색재의 분출속도가 동적 변형율 측정기에 의해 측정되었다. 강봉의 축방향 변형율은 화강암 부순 모래가 가장 크게 나타났으며, 전색재의 분출속도는 물을 전색재로 사용하였을 때 가장 작은 값을 보이고 있다. 이 결과는 사용된 전색재의 발파 공내 다짐단위중량, 입도분포, 전단저항 및 압출시험결과와 상호 연관성을 보이고 있다. 전색재의 분출속도와 축방향 변형률은 서로 지수적으로 반비례하는 경향을 나타낸다.

• 한국수산과학회지
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• 제35권6호
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• pp.709-714
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• 2002

본 실험은 동해안 특산 어종인 까나리 액젓의 속성제조를 위하여 발효촉진제 (오징어 내장, koji 및 효소)를 첨가한 다음 15$^{\circ}C$에서 숙성 중 여러 가지 성분변화를 분석하였다. 숙성기간 동안 수분은 모든 실험구에서 감소하는 경향을 나타내었으며 단백질 함량은 모든 시료에서 숙성 1개월째까지 급격히 증가하였으며 그 이후의 숙성기간에서는 미세한 증가 현상을 나타내었다. 조지방은 숙성 기간 동안 오징어 내장 첨가구에서 가장 높은 함량을 나타내었으며 탄수화물은 koji 첨가군이 가장 높게 나타났다. 조회분은 숙성기간동안 모든 실험구에서 꾸준히 증가하는 경향을 나타내었으며 pH는 모든 실험구에서 큰 변화는 나타나지 않았으며 오징어 내장 첨가구가 가장 낮게 나타내었다. TMA 함량은 모든 실험구에서 숙성 3개월째까지 계속 증가하다가 그 후 다소 감소하는 경향을 나타내었으며 아미노태 질소량은 모든 실험구에서 숙성 3개월째까지 완만하게 증가하였으며 숙성 4개월이하부터는 모든 실험구에서 급격한 증가량을 나타내었다. VBN 함량은 모든 실험구에서 숙성 2개월까지 미세하게 증가하였으나 숙성 3개월째에 모든 발효 촉진제 첨가구에서 급격히 증가하였으며 전 숙성 기간에 걸쳐 오징어 내장 첨가군이 가장 높은 VBN 함량을 나타내었다. 숙성 중 오징어 내장 첨가군에서는 본 논문에서는 자료를 제시하지 않았지만 숙성 3개월째 다른 첨가군과는 다른 독특한 고소한 향과 감칠맛을 나타내었다. 속성 까나리 어간장을 제조하기 위한 속성 발효제로서 오징어내장 및 koji는 발효기간을 단축시킬 수 있을 뿐 아니라 독특한 맛을 형성하므로 까나리 어간장의 속성제조에 발효촉진제로 사용이 가능하다고 보여진다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.979-990
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• 2010

Although a centrifuge model test is performed with scaled models, it has a lot of advantages compared with usual scale model tests, for the reproduction of stress levels equal to a full scale test is possible. At the beginning of the Daewoo Institute of Construction Technology, a servo-motor-driven single axis actuator was introduced and has been in use with a geo-centrifuge. However, for variety of experiments and construction stage simulation, various apparatuses have been developed, such as a vacuum generator, a lateral actuator for tidal power simulation, a gravel hopper and a sand drainer for filled-up ground, and a water level controller. The apparatuses have been manufactured with enough strength and durability to be operated under specific g levels. This paper presents the properties of the apparatuses and the results of the tests performed with those.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 추계 학술논문 발표대회
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• pp.29-32
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• 2005

Recently, for the problem solution of demand and supply imbalance of fine aggregate due to the shortage of natural fine aggregate and the environment regulation on sea sand extraction in the construction field, the studies for the application of recycled fine aggregate using waste concrete are being progressed versatilely. The purpose of this study is to investigate quality of recycled fine aggregate manufactured by drying manufacturing system which is the manufacture method of high duality recycled fine aggregate, and to analyze on thehardened and durability properties of recycled concrete using it. Therefore it is to present the fundamental data for application and utilization of recycled concrete. The results of this study are as follows; Quality of recycled fine aggregate by drying manufacturing system is improved, and compressive strength, carbonation depth and chloride ion penetration depth of recycled concrete using high quality recycled fine aggregate are similar to those of normal concrete using natural and crashed sand. But, resistance to $H_{2}SO_{4}$ show decreased somewhat.