• Journal of the Korean Geotechnical Society
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• v.22 no.10
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• pp.47-54
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• 2006

H-pile can be more easily driven than pipe pile by pile driver and shows high skin friction and plugging effect. This experimental study was devoted to investigate skin friction of H group piles in granite soil under laboratory test. Pile arrangements $(1{\times}2,\;1{\times}3,\;2{\times}2,\;2{\times}3,\;3{\times}3)$, pile space (2D,4D,6D), and soil density $(D_r=40%,\;80%)$ were tested. The main results obtained from the model tests can be summarized as follows. Distribution ratio of skin friction for total load decreased by $48{\sim}39%$ (dense soil), $32{sim}27%$ (loose soil) as piles space ratio increases in case of $3{\times}3$ group piles. And the distribution ratio of skin friction by pile settlements under loose soil decreased by about $58{\sim}33.2%$ in $2{\times}2$ group piles and about $65{\sim}38%$ in $3{\times}3$ group piles respectively.

• Journal of the Korean Geotechnical Society
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• v.25 no.11
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• pp.61-73
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• 2009

In this study, we grasped the resistance state of the back ground which had a notable influence on computing the lateral resistance of the laterally loaded single pile in the homogeneous ground by the model test. In order to grasp a resistance behavior, we have to know the deformation area of the back ground and the side failure angle other than the rotation point of pile and vertical failure angle of back ground which were proposed by Bae & Kim in 2008. We found out in this test the characteristics of the behavior of the back ground in accordance with the shape and size of the pile and ground density. We examined the interrelationship of the relative density of sand, the size and the sectional shape of the pile as well.

• Journal of the Korean Geotechnical Society
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• v.25 no.11
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• pp.5-15
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• 2009

Dynamic shear properties of Nak-Dong river sand were investigated to build a soil property database for Nak-Dong delta region. Samples were taken from the estuary and the midstream of the river. Laboratory specimens were prepared by air pluviation method, and were tested by using RC/TS apparatus at various confining stresses, relative densities and numbers of cycles. Shear modulus reduction and damping curves were developed using Ramberg-Osgood and Modified Hyperbolic Models. The developed curves, compared to those reported by other investigators, show only a slight difference. The outcome of this RC/TS experiments can be very important resources when accessing the dynamic response of sandy soils in Nak-Dong delta region in the future.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.6C
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• pp.295-304
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• 2012

In this study, a resonant column testing system which is the largest in Korea has been developed to evaluate the dynamic deformation characteristics of coarse granular geomaterials, and the performance and the applicability of the testing system have been verified. The system has been developed as a typical Stokoe type device whose boundary conditions are fixed bottom and free top with additional mass, and can adopt a large specimen with 200 mm in diameter and 400 mm in height. The driving and measurement instruments are configured as high performance and precision systems, hence the automated testing system is appropriate to drive enough stress and to measure the behavior precisely for the test in practical manner. The dynamic response of the mechanical components and the applicability of the system have been evaluated using metal specimens as well as polyurethane specimens, and its precision was verified by comparing its results with those from other equipment and/or methods. To confirm the applicability of the large system for coarse geomaterials, the resonant column test results from both large and normal scale apparatus for the same material were compared and it was found that the result can be partially affected by scale. Finally, the dynamic deformation characteristics of coarse geomaterial which is used for construction of large dam was evaluated using the large system and its practicality could be confirmed.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.6
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• pp.618-624
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• 2020

A portable power supply system for soldiers must be able to supply electric energy corresponding to the power consumption of combat support troops, and have a carrying load in a range that does not impair the combatant's ability to execute operations. In particular, as the total required power of combat equipment increases with the advances in the future soldier system, a portable, lightweight power supply system with high efficiency is essential. A fuel cell has a high energy-to-weight density compared to lithium batteries, which are used mainly as a military power source system. Therefore, it is capable of miniaturization and lightweight, making active R&D to a portable power supply system. In this paper, the characteristics of the fuel cell applied as a portable power supply system, and the R&D trends of domestic and foreign military portable fuel cell systems were investigated. The current status of domestic technology compared to the level of foreign development was analyzed. In addition, future technology development plans are presented based on the consideration factors when developing a portable fuel cell (power supply stability, portability, and cost reduction) so that it can be used when establishing a plan on the development of a portable fuel cell system for the future soldier system.

• Korean Journal of Agricultural Science
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• v.12 no.2
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• pp.282-291
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• 1985

In order to investigate the settlement characteristics of fill dam with decomposed granite is used as a embankment material instead of conventional clay collected behavoir of Andong dam and analyzed. Andong dam is the use of decomposed granite in the embankment material, and various type of gauges were installed in dam to measure a pore pressure, interval vertical settlement, dam crest settlement, relative settlement, surface settlement and internal horizontal movement. The results were summerized as follows; 1. With the increase of embankment loading, the settlement of core zone during construction increased with linear and under the effective stress $7kg/cm^2$ vertical settlement ratio ranged between 0.1 and 0.8% approximately and showed smaller value than that of fill dam with clay were used as a embankment material. 2. Though embankment loading was increased with about over central part of embankment height, the settlement of core zone in the lower part of the embankment was influenced slightly. 3. Pore pressure responsed sensitively with the increase of coefficient of permeability in core zone and settlement increased with pore pressure were dispersed. 4. During construction relative settlement in the lower part of the embankment has the largest influence on magnitude of the relative density and after construction settlement showed larger value in the core zone which has the largest compression height. 5. Settlement distribution of dam crest showed larger value in the central part, maximum section of dam, but smaller value in near the abutment.

• Journal of the Korean Geosynthetics Society
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• v.17 no.2
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• pp.33-40
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• 2018

Characteristics of interface friction between cohesionless soils and geotechnical structure surfaces play an important role in the analysis of earth load and resistance on the structure. In general, geotechnical structures are mainly composed of either steel or concrete, and their surface roughnesses with respect to soil particle sizes influence the interface characteristics between soils and the structures. Accurate assessment of the interface friction characteristics between soils and structures is important to ensure the safety of geotechnical structures, such as mechanically stabilized earth walls reinforced with inextensible reinforcements, piles embedded into soils, retaining wall backfilled with soils. In this study, based on the database of high quality interface friction tests between frictional soils and solid surfaces from literature, equation representing peak interface friction angle is proposed. The influential factors of the peak interface friction angle are relative roughness between soil and solid surface, relative density of frictional soil, and residual (constant volume) interface friction angle. Futhermore, for the developed equation of the interface friction angle, its uncertainty was assessed statistically based on Goodness-of-fit test results.

• Journal of the Korea Concrete Institute
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• v.26 no.3
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• pp.247-254
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• 2014

Strain properties of concrete member which acts as an important factor in the stability of the concrete structure in the event of fire, significantly affected the characteristics of the coarse aggregate, which accounts for most of the volume. For this reason, there are many studies on concrete using artificial lightweight aggregate which has smaller thermal expansion deformation than granite coarse aggregate. But the research is mostly limited on concrete using clay-based lightweight aggregate. Therefore, in this study, the high temperature compressive strength and elastic modulus, thermal strain and total strain, high temperature creep strain of concrete was evaluated. As a result, remaining rate of high-temperature strength of concrete using lightweight aggregate is higher than concrete with general aggregate and it is determined to be advantageous in terms of structural safety and ensuring high-temperature strength from the result of the total strain by loading and strain of thermal expansion. In addition, in the case of high-temperature creep, concrete shrinkage is increased by rising loading and temperature regardless of the type of aggregate, and concrete using lightweight aggregate shows bigger shrinkage than concrete with a granite-based aggregate. From this result, it is determined to require additional consideration on a high temperature creep strain in case of maintaining high temperature like as duration of a fire although concrete using light weight aggregate is an advantage in reducing the thermal expansion strain of the fire.

• Journal of the Korean Society for Nondestructive Testing
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• v.32 no.4
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• pp.393-400
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• 2012

In recent years, nano-structured thin film systems are often applied in industries such as MEMS/NEMS device, optical coating, semiconductor or like this. Thin films are used for many and varied purpose to provide resistance to abrasion, erosion, corrosion, or high temperature oxidation and also to provide special magnetic or dielectric properties. Quite a number of articles to evaluate the characterization of thin film structure such as film density, film grain size, film elastic properties, and film/substrate interface condition were reported. Among them, the evaluation of film adhesive to substrate has been of great interest. In this study, we fabricated the polymeric thin film system with different adhesive conditions to evaluate the adhesive condition of the thin film. The nano-structured thin film system was fabricated by spin coating method. And then V(z) curve technique was applied to evaluate adhesive condition of the interface by measuring the surface acoustic wave(SAW) velocity by scanning acoustic microscope(SAM). Furthermore, a nano-scratch technique was applied to the systems to obtain correlations between the velocity of the SAW propagating within the system including the interface and the shear adhesive force. The results show a good correlation between the SAW velocities measured by acoustic spectroscope and the critical load measured by the nano-scratch test. Consequently, V(z) curve method showed potentials for characterizing the adhesive conditions at the interface by acoustic microscope.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2017.05a
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• pp.130-130
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• 2017

Au 합금 도금층은 내마모성 및 내식성이 우수하고 접촉저항이 낮기 때문에, 커넥터, 인쇄회로기판 등과 같은 전자부품의 접속단자부에 널리 적용되고 있다. 각 부품들을 효과적으로 전기적 신호를 통해 연결하기 위해서는 낮은 접촉저항이 요구되며, 이러한 Au 합금 도금층의 접촉저항은 합금 원소의 종류 및 함량, 용융 솔더와 전자부품을 고정시키는 표면실장공정에서 받는 theremal aging의 온도와 시간에 따라 변화된다. 현재 전자부품용 커넥터에 실시되고 있는 금 합금도금은 Au-0.3wt%Co합금, Au-0.2wt%Ni합금도금이 대부분 적용되고 있으며, 높은 순도(금 함유량 99.7wt%이상)로 인하여 금 사용량을 절감하기 어려운 실정이다. Sn은 Au와 높은 고용률을 갖는 합금을 형성하는 장점을 갖고 있기에 금 사용량 절감에 큰 기여를 할 수 있을 것으로 예상된다. 따라서 본 연구에서는 Sn을 합금 원소로 사용하여 높은 Sn함량을 갖는 Au 합금 도금층을 제작하고, 무연솔더의 융점보다 더 높은 온도인 533K에서 thermal aging을 실시하여, Sn함량별로 thermal aging에 따른 접촉저항과 솔더퍼짐성의 변화를 기존의 Co, Ni합금과 비교 조사하였다. 또한, 표면분석을 통하여 Au-Sn합금 도금층의 접촉저항이 변화하는 요인에 대해서도 고찰하였다. 표면적 $0.2dm^2$의 순수 동 시편 위에 약 $2{\mu}m$두께의 Ni도금을 실시한 후 Sn 함량을 다르게 준비한 도금 용액(Au 6g/L, Sn 1~8g/L)을 사용하여 Au-Sn합금 도금을 실시하였다. Au-Sn합금 도금층은 전류밀도 0.5ASD, 온도 $40^{\circ}C$에서 약 $0.1{\mu}m$두께가 되도록 도금하였으며, 두께는 형광X선 도금두께측정기로 측정하였다. 금 합금 도금층 내의 Sn함량은 Ti시편 위에 도금한 Au-Sn합금층을 왕수에 용해시킨 다음, ICP를 사용하여 분석하였다. Au-Sn합금 도금층의 접촉저항은 준비된 시편을 533K에서 1분 30초, 3분, 6분 간 열처리한 후, 5회 접촉저항을 측정하여 그 평균값으로 하중에 따른 금 합금 도금층의 접촉저항을 비교하였다. 솔더링성은 솔더볼을 합금 표면에 솔더페이스트를 이용하여 붙인 뒤 533K에서 30초간 열처리하고, 열처리 후 솔더볼의 높이 변화를 측정해 열처리 전 솔더볼의 높이에 비해 퍼진정도를 측정하였다. 또한, 도금층 내의 Sn함량에 따라서 접촉저항이 변화하는 요인을 분석하기 위해서 X선 광전자 분광기를 이용하여 도금층 표면의 정량 분석 및 화학적 결합상태를 분석하였다. ICP분석결과 Au-Sn합금층 내의 Sn함량은 도금용액의 조성별로 9~12wt% Sn 합금층이 형성된 것을 알 수 있었고 기존의 Au-Ni, Au-Co 합금층과 비교해 합금함량이 크게 증가된 것을 알 수 있었다. 또한 접촉저항 측정 결과, 기존의 Au-Ni, Au-Co합금층의 접촉저항과 비교했을 때 Au-Sn합금층의 접촉저항이 더 낮은 것을 알 수 있었다. 또한, 솔더퍼짐성 측정 결과 기존의 Au-Ni, Au-Co합금층과 비교해 솔더퍼짐성이 우수한 것을 확인할 수 있었다. 따라서 전자부품용 접점재료에 합금함량이 높은 Au-Sn합금층을 적용시키면 더 우수한 커넥터의 성능을 얻을 수 있을 뿐 아니라 경제적으로 큰 절약 효과를 기대할 수 있을 것으로 판단된다.