• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.577-583
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• 2010

In this study, the effect of void formation resulting from gas hydrate dissociation or loss of some particles within soil structure on the strength of soil is examined. Beag-ma river sands with uniform gradation were used to simulate a gas hydrate bearing or washable soil structure. Empty capsules for medicine are used to mimic large voids, which are bigger than soil particle. Beag-ma river sand was miced with 8% cement ratio and 14% water content and compacted into a shear box. The number and direction embedded into a specimen. After 4 hours curing, a series of direct shear test is performed on the capsule embedded cemented sands. Shear strength of cemented sands with capsules depends on the volume and direction. The volume and direction formed by voids are most important factors in strength. A shear strength of a specimen with large voids decreases up to 39% of a specimen without void. The results of this study can be used to predict the strength degradation of gas hydrate bearing sediments after dissociation and loss of fine particles within soil structure.

• 대한토목학회논문집
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• 제31권2A호
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• pp.105-113
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• 2011

본 연구는 보강섬유의 종류(마섬유, 펄프섬유, PVA섬유, 나이론섬유) 및 혼입률(0.0%, 0.1%, 0.2%, 0.3%)이 다공성 식생콘크리트의 역학적 특성과 내약품성에 미치는 효과를 평가하였다. 시험은 섬유의 종류 및 혼입률의 변화에 따른 다공성 식생콘크리트의 압축강도, 공극률, pH, 휨강도 및 내약품성 특성을 분석하기 위하여 수행하였다. 섬유의 종류 및 혼입률은 다공성 식생콘크리트의 압축강도, 공극률 및 내약품성에 영향을 미쳤다. 섬유의 혼입률이 증가할수록 압축강도, 휨강도 및 공극률은 증가하였다. 그렇지만 다공성 식생콘크리트의 pH 값과 내약품성은 섬유의 종류 및 혼입률의 변화에 큰 영향이 없었다.

• 한국터널지하공간학회 논문집
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• 제16권2호
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• pp.225-236
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• 2014

본 연구에서는 지하 저류조 설치에 따른 주변지반의 지반공학적인 특성(간극비, 전단강도)을 전단파 속도를 이용하여 예측하는 것을 목적으로 하였다. 이를 위해 응력 단계별로 전단파 속도와 밀도 상관관계를 실험을 통해 도출하고 밀도와 전단강도 상관관계를 직접전단실험을 통해 획득하였다. 도출된 응력 단계별 전단파 속도와 밀도 상관관계 및 밀도와 전단강도 상관관계를 바탕으로 현장 전단파 속도를 이용하여 대상 지반의 깊이별 전단 강도를 산정하는 방법을 제시하였으며 제시된 기법을 이용하여 지하 저류조 구조물 적용에 따른 시공후 지반거동을 평가하였다. 제시된 방법으로 도출된 전단강도는 현장실험 결과와 유사한 값을 보이며 지반특성 분석에 적용 가능성을 확인하였다.

• 대한토목학회논문집
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• 제28권1C호
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• pp.9-17
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• 2008

본 연구에서는 압밀 중에 위치별 간극수압의 측정을 통하여 시료 내 여러 위치에서 투수계수를 산정할 수 있는 이론해를 제시하였으며, 이를 바탕으로 간극비 및 체적압축계수를 산정할 수 있는 방법을 제안하였다. 또한 여러 위치에서 간극수압을 측정할 수 있는 방사내측배수가 가능한 대형압밀시험기를 제작하고 카올리나이트를 이용하여 압밀시험을 실시하였다. 시험결과로부터 압밀 중 투수계수, 간극비, 체적압축계수의 변화 및 시료 내 위치별 분포를 평가하였으며, 압밀완료 후 시료의 함수비 측정으로 평가된 값들과의 비교를 통하여 실험결과의 신뢰성을 검증하였다. 실험결과 투수계수, 체적압축계수, 간극비는 압밀 중 감소하며, 재하단계에 따라서도 감소함을 확인하였다. 또한 그 분포형태는 배수면 근처에서 가장 작고 배수거리에 따라 증가하며 비배수 경계면 근처에서는 오히려 약간 작은 것으로 나타났다.

• International Journal of Concrete Structures and Materials
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• 제19권1E호
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• pp.41-48
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• 2007

Addition of latex to concrete is known to increase its durability and permeability. The purpose of this study is to analyze air void systems in latex-modified concretes using a reasonable and objective method of image analysis with such experimental variables as water-cement (w/c) ratios, latex contents (0%, 15%) and cement types (ordinary portland cement (OPC), high-early strength (HES) cement and very-early strength (VES) cement). The results are analyzed by spacing factor, air volume (content) after hardening, air void distribution and structure. Additionally, air void systems and permeability of latex-modified concrete (LMC) are compared by a correlation analysis. The results are as follows. The LMC of the same w/c ratio showed better air entraining (AE) effect than OPC with AE water reducer. The VES-LMC showed that the quantity of entrained air below $100{\mu}m$ increased more than four times. For the case of HES-LMC, microscopic entrained air between the range of 50 to $500{\mu}m$ increased greater than 7 times even in the absence of anti-foamer. Although spacing factor was measured rather low, the permeability of latex-modified concrete was good. It is construed that air void system does not have a considerable effect on the property of latex-modified concrete, but latex film (membrane) has a definite influence on the durability of LMC.

• Nuclear Engineering and Technology
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• 제49권1호
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• pp.6-16
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• 2017

This study presents a coolant void reactivity analysis of Canada Deuterium Uranium (CANDU)-6 and Advanced Canada Deuterium Uranium Reactor-700 (ACR-700) fuel lattices using a Monte Carlo code. The reactivity changes when the coolant was voided were assessed in terms of the contributions of four factors and spectrum shifts. In the case of single bundle coolant voiding, the contribution of each of the four factors in the ACR-700 lattice is large in magnitude with opposite signs, and their summation becomes a negative reactivity effect in contrast to that of the CANDU-6 lattice. Unlike the coolant voiding in a single fuel bundle, the $2{\times}2$ checkerboard coolant voiding in the ACR-700 lattice shows a positive reactivity effect. The neutron current between the no-void and voided bundles, and the four factors of each bundle were analyzed to figure out the mechanism of the positive coolant void reactivity of the checkerboard voiding case. Through a sensitivity study of fuel enrichment, type of burnable absorber, and moderator to fuel volume ratio, a design strategy for the CANDU reactor was suggested in order to achieve a negative coolant void reactivity even for the checkerboard voiding case.

• 콘크리트학회논문집
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• 제15권4호
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• pp.566-573
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• 2003

본 연구에서는 기포콘크리트속에 연속공극율을 증가시켜 흡음률을 높이면서 강도를 증진시킨 강체형 흡음재의 제조를 목적으로 하였다. 실험결과, 기포첨가량을 증가시켜 연속공극률을 높일수록 흡음률이 증가하였으며, 재료두께 5cm인 경우 연속공극률 40%이상에서 평균흡음률 70%이상을 만족하였다. 또한 흡음재 두께의 증가는 중저음영역에서 흡음률 증가를 나타내었으며 평균흡음률 70%이상을 만족하는 기포콘크리트의 비중은 재료두께 5cm에서 0.4이하, 7cm에서 0.6이하로 나타났다. 그리고 평균흡음률 70%이상 만족하는 비중 0.4인 기포콘크리트의 압축강도는 시멘트분말도 3,000$\textrm{cm}^2$/g의 경우 1.37MPa이나, 시멘트분말도 8,000$\textrm{cm}^2$/g에서는 3.34MPa로 증가되었다. 따라서, 연속공극을 갖는 기포콘크리트의 압축강도는 시멘트분말도가 높을수록 증가하는 것으로 사료된다.

• 농업과학연구
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• 제38권1호
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• pp.145-151
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• 2011

This study was performed to evaluate the void ratio, compressive and flexural strength, and permeability coefficient used powdered waste glass, $CaCO_3$, recycled coarse aggregate and unsaturated polyester resin to find optimum mix design of permeable polymer concrete for pavement. The void ratio and permeability coefficient of permeable concrete for pavement was decreased with increasing the powdered waste glass, respectively. The compressive strength and flexural strength was increased with increasing the powdered waste glass, respectively. In addition, this study found out that required amount of binder was decreased with increasing the powdered waste glass. This fact is expected to have economical effects during the use of powdered waste glass in the manufacture of permeable polymer concrete for pavement. Therefore, powdered waste glass and recycled coarse aggregate can be used for permeable polymer pavement.

• 한국환경복원기술학회지
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• 제7권6호
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• pp.39-48
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• 2004

The purpose of this paper was to confirm the application of the equation of the soil-water characteristic curve on an unsaturated soil. To this ends, a series of suction test was conducted on the selected 4 kinds of soil which is located in Korea, using the modified pressure extractor apparatus. And it was carried out to analyze the experimental parameters which can describe the soil-water characteristics, were determined by using the data obtained from the experiment. From the results, it was found that the matric suction was varied according to the grain size distribution, amount of fine grain particle and void ratio. Also it was found that the residual volumetric water content was decreased with the void ratio, but the index related air entry value, the soil parameter related water content and the parameter with residual water content were increased with the void ratio. And the application of equation of the soil-water characteristic curve was confirmed for the various conditions and the various state by the comparison between the volumetric water content measured by the experiment and the predicted values.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.223-226
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• 1999

The purpose of this study is no examine the combination effect on strength preperties of water-permeable concretes mixed with redispersible polymer, silica fume and polypropylene fibers for overlay in pavement. The water-permeable concrete with a water-cement ration of 25%, polymer-cement ratios of 0 to 10%, silica fume contents of 0 to 10% and polypropylene fiver contents of 0 to 1.5% are prepared, and tested for flexural strength, compressive strength and water permeability. It is concluded concretes are obtained at a polypropylene fiber content of 1.0% and a silica fume content of 10% with a void filling ratio of 50%. And the water-permeable concretes with a flexural strength of 14.1~28.0kgf/$\textrm{cm}^2$, a compressive strength of 71.2~128.0kgf/$\textrm{cm}^2$, and a coefficient of permeability of 1.22~2.52cm/s at a void filling ratio of 30% can be prepared. Also water-permeable concretes having flexural strength of 24.9~57.9kgf/$\textrm{cm}^2$, a compressive strength of 83.8~268.5kgf/$\textrm{cm}^2$, and a coefficient of permeability of 0.24~1.04cm/s at a void filling ratio of 50% can be prepared in the consideration of the mix proportioning factors.