• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.4C
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• pp.213-220
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• 2008

A study on cemented sand reinforced with short fibers was carried out to improve its unconfined compressive strength and brittle behavior. Nak-dong River sand was mixed with Portland cement and polyvinyl alcohol (PVA) fibers. A PVA fiber widely used for concrete reinforcement is randomly distributed into cemented sand. Nak-dong River sand, cement and fibers with optimum water content were compacted in 5 layers and then cured for 7 days. The effect of fiber reinforcement rather than cementation was emphasized by using a small amount of cement. Weakly cemented sand with a cement/sand ratio less than 8% was fiber-reinforced with different fiber ratios and tested for unconfined compression tests. The effect of fiber ratio and cement ratio on unconfined compressive strength was investigated. Fiber-reinforced cemented sand with 2% cement ratio showed up to six times strength to non-reinforced cemented sand. Because of ductile behavior of fiber-reinforced specimens, an axial strain at peak stress of specimens with 2% cement ratio increases up to 7% as a fiber ratio increases. The effect of 1% fiber addition into 2% cemented sand on friction angle and cohesion was analyzed separately. When the fiber reinforcement is related to friction angle increase, the 8% of applied stress transferred to 1% fibers within specimens.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2007.10a
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• pp.188-209
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• 2007

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2007.10a
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• pp.470-485
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• 2007

• Proceedings of the KSEEG Conference
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• 2007.04a
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• pp.228-231
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• 2007

• Proceedings of the Korean Geotechical Society Conference
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• 1995.03a
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• pp.143-152
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• 1995

• Magazine of korean Tunnelling and Underground Space Association
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• v.20 no.4
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• pp.64-73
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• 2018

• Journal of Advanced Marine Engineering and Technology
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• v.32 no.2
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• pp.365-373
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• 2008

When the wind power system is planned to construct, it is important to understand the physical, chemical and mechanical properties of sediment. Especially, If it is the seabed unconsolidated sediment, we need to experiment on sediment through seabed unconsolidated sediment test and sediment survey. Because the sediment's properties are different as its formation, accumulation and load, unconsolidated sediment is difficult to be expected to its behavior. So we can estimate suitability for mechanical material and decrease the uncertainty through seabed unconsolidated sediment test. Seabed unconsolidated sediment test can be experimented in laboratory or in-situ as purpose, in-situ condition, economic problem. In this study, we sampled the seabed unconsolidated sediment at offshore around Korea Maritime University and measured properties of sediment through the laboratory test, showed the effect on physical properties of seabed unconsolidated sediment when the wind power system is planned to construction.

• Geotechnical Engineering
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• v.12 no.2
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• pp.115-132
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• 1996

Several soil improvement methods are applied to stabilize soft ground. But, their improvement effects are known to be reduced in view of strength and durability under poor conditions such as marine clay and the ground with the flow of groundwater. The soil improvement method is generally classified as mixing(high pressure) type and injection type, and in this study, for successflll'applications of gelling methods, first in case that mixing method with cement is applied to marine clay, the causes of strength inferiority of treated soil are analyzed, and the effectiveness of improvement is studied, second in case that injection method with water-glass chemical grouts is applied to the ground with the flow of groundwater, soil improvement effects and durability of grouted soil are studied.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.393-393
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• 2012

본 연구에서는 고결정성을 갖는 ZnO 박막을 제작 후, 큰 일함수를 갖는 AgxO/Ag접촉을 통하여 ZnO 쇼트키 접촉 특성을 분석하였다. ZnO 박막은 사파이어 기판 위에 r.f. 마그네트론 스퍼터링법으로 $400{\sim}600^{\circ}C$의 온도구간에서 Ar과 $O_2$가스의 분압비를 달리하여 성장하였다. 이 때 성장온도 $600^{\circ}C$, 가스 분압비는 Ar : $O_2$ = 15 sccm : 30 sccm 에서 성장된 박막에서 양질의 고결정성 ZnO 박막을 확인하였다. 이 후 성장된 박막에 접촉 면적을 달리하여 dc 마그네트론 스퍼터링법과 lift-off photolithography법으로 AgxO/Ag접촉을 제작하고 쇼트키 접촉특성을 확인하였다. 전류-전압 특성을 확인한 결과 모든 시료에서 정류 특성을 확인하였으며, 접촉면적의 변화에도 쇼트키 장벽의 높이는 일정한 반면 이상지수는 향상되는 경향을 나타내었다. 따라서 본 연구에서는 AgxO/Ag를 이용한 ZnO 쇼트키 접촉면적에 따른 정류특성 및 장벽높이와 이상지수의 상관관계에 대하여 보고한다.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.23 no.3
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• pp.215-224
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• 1990

Finite element model capable of solving coupled deformation-fluid diffusion equations for the fully saturated porous medium was developed using Galerkin's residual method. This model was used to study the mechanical and hydraulic behaviors of unconsolidated sediment near South Harbor, Pusan. The vertical displacement of top surface clay sediment, when subjected to the external load, is significantly affected by the excessive pore pres- sure buildup and its decay due to the pore fluid diffusion. The sand deposit overlain by the much less permeable clay layer serves as a flow channel. Consequently, the fluid diffusion due to pore pressure difference is significantly facilitated, which also affects the diffusion-dependent sediment deformation.