• Journal of the Korean GEO-environmental Society
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• v.12 no.8
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• pp.25-31
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• 2011

In recent rainy seasons, severe rain storms have caused frequent reinforced retaining wall collapses and slope sliding which have lead to casualties. In this paper, investigating cases of reinforced retaining wall failure, the causes of cracks in reinforced retaining wall and slope sliding have been examined, and a finite element analysis considering the construction phase has been done to analyze the cause and characteristics of slope sliding. As a result, reinforced retaining wall displacement has increased due to heavy rain storms and the increase size has been shown to be large. From these results, it has been analyzed that pile driving can have an effect on the collapse of reinforced retaining walls.

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.89-92
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• 2002

편성물은 신축성이 좋으므로 의류용 소재로써 다양하게 사용되어지고 있다. 편성물의 장점으로는 직물과는 달리 루프 형태로 얽힌 편환으로 구성되어 있기 때문에 제편 과정에서 필요한 형태로의 성형이 용이해서 제품의 다양화를 기대할 수 있다. 뿐만 아니라 신축성과 유연성, 다공성, 구김안정성 등이 우수하여 인체의 여러 가지 활동에 따른 구속감이 적으며 인체의 굴곡을 아름답게 나타내어 주는 등의 장점이 있어 의복 소재로써 차지하는 비중이 높다. (중략)

• The Optical Journal
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• s.121
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• pp.41-50
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• 2009

보다 높은 공간분해능과 광검출능을 가지면서 분자의 고속 시간 응답 또는 거동 관측을 할 수 있는 Imaging 장치는 여러 가지 Nanotechnology를 포함한 요소기술의 진보에 따라 매일 새로워지고 있다. 그 중에서 분자관측에 의해 비로서 분명해지는 생체활동의 해명, 의료적으로 중요한 새로운 지견, 신규 유기재료 개발 등이 가능하게 되었으며, 얼마나 요소기술을 미묘하게 조합해 갈 것인지가 중요한 점이다. 이것은 분자관측을 목표로 하는 연구자뿐 아니라 이들 장치를 개발하는 기술자 또는 기업의 제휴가 필요하다는 것을 말한다. 이후에는 이들 연구자나 장치 제조사를 연결하여 상세한 대응을 하는 사업도 중요해질 것이다. 본고는 <광기술컨텍트 2009년 1월호>에 게재된 Takiguchi Yoshihiro 교수(Hikari Sangyo Sosei(광산업창성(光産業創成))대학원대학)의 기고문을 발췌, 번역한 것이다.

• 기계와재료
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• v.21 no.4
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• pp.30-37
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• 2010

최근 산업의 고도화에 따른 부품 소재의 고성능화에 따라 기존의 고온 세라믹의 한계를 극복하기 위한 노력으로 초고온 세라믹 재료에 대한 활발한 연구가 진행되고 있다. 초고온 세라믹은 대부분 붕화물이나 탄화물인 비산화물 세라믹으로 3000도 이상의 녹는점을 갖으며 2000도 부근에서는 사용을 목표로 하고 있다. 이 재료는 다른 세라믹들과 마찬가지로 취성파괴 거동을 나타내며, 이를 보완하기 위한 섬유강화 복합재료화도 활발히 진행되고 있다. 본고에서는 고온용 세라믹 장섬유와 세라믹 복합재료, 그리고 초고온 세라믹의 개발 현황과 산업화 전망을 정리하였다. 또한 초고온 세라믹의 발전 방향을 전망하였으며, 재료연구소에서 수행중인 초고온 세라믹의 연구 활동에 대해 간략히 언급하였다.

• The Science & Technology
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• v.33 no.7 s.374
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• pp.80-81
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• 2000

고분자의 변형 및 파괴거동에 관한 연구를 계속하고 있는 포항공대 화학공학과 조길원 교수는 외국 전문학술지(SCI)에 51편을 비롯 국내외 각종 학술지에 1백여편의 논문을 발표하는 등 왕성한 연구활동을 펼치고 있다. 고분자재료의 물리적 성질 및 기계적 성질 전반에 걸쳐 관심을 갖고 연구하고 있는 조교수는 앞으로는 정보전자의 계면 및 접착에 관한 응용연구를 더욱 확대시킬 예정이다.

• Journal of the Korean Geotechnical Society
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• v.21 no.5
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• pp.7-31
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• 2005

Landslides triggered by rainfall produce severe effects on the serviceability and stability of railway. Since small amount of soil mass slipped on the rail can cause derailment which will induce great danger on people and trains, slope stability problem is one of the major concerns on the operation of railway In this study we investigated the characteristics of rainfall driven landslide near railway. A total of 23 sites were visited. Four different types of slope failure were classified based upon the morphology of the slipped slope triggered by rainfall. From the analysis dimensions of slopes (height, length and slope) do not show particular correlation with the types of landslides. In addition, morphological and geological features of slope influence the occurrence of different types of landslides.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3C
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• pp.171-180
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• 2006

To investigate the stabilizing effect of anchors against sliding, a series of the model test was carried out. An apparatus was developed to perform the model test of the slope reinforced by anchors. An instrumentation system has been applied on the anchors to measure the axial force during slope failure. The maximum stabilizing effect is revealed about 0.5% of the area ratio. The initial loss of anchor force is represented about 24% of initial jacking force. This result is equaled to the proposed range(10%~25%) of the field test result(Yun, 1997). The effective jacking force corresponds to 70% of the initial jacking force. Therefore, the initial jacking force should be determined more than 30% of the design jacking force. As the initial jacking force becomes increase, the reinforced slope is transferred to brittle failure behavior due to increasing the density of slope soils.

• The Journal of Engineering Geology
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• v.30 no.2
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• pp.131-145
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• 2020

The construction on these flimsy ground, activation of unsymmetrical surcharges, can often cause of the embankment road lateral flow or the destruction of the activities. In this study, the stability of the abutment pile foundation installed on soft ground and its behavior has been evaluated. The behavior of the abutment pile foundation under lateral flow was studied by verifying the behavior and reinforcement effects of the abutment pile foundation of previous studies about horizontal loads acting on the pile due to the lateral flow of the ground by performing finite element analysis. As a result of the consolidation analyses, the undrained cohesion or the strength of the soft ground, was increased by about 1.1 to 1.8 times by the increase in the strength of the soft ground according to the degree of consolidation. It is deemed reasonable to use 3.8 cm of the allowable displacement both economically and constructively, but considering the importance of the structure and the uncertainty of the ground, measurement shall be carried out during construction and thorough safety management of the lateral flow should be done.

• Geotechnical Engineering
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• v.12 no.1
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• pp.35-46
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• 1996

An instrumentation system is designed to observe the behavior of slope soil and stabilizing piles during heavy rains. Inclinometers, standpipe piezometers and strain gages are installed into a cut slope reinforced by a row .of piles for an apartment. The horizontal deflection and bending stress developed on the piles can be measured, respectively, by the inclinometers and strain gages installed in piles, while the horizontal deformation of the slope soil can be measured by the inclinometer installed in the soil across the open space between piles. The groundwater level doss not grow so sensitively during heavy rain. The behavior of piles and slope is 서footed by the wetting front, since the driving force of slope increases with the weight of slope soil above the wetting front. The stabilizing piles and the slope soil show elastic behavior during heavy rain.

• Journal of the Korean Geotechnical Society
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• v.22 no.3
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• pp.13-21
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• 2006

Geosynthetic damage has attracted a major attention since the introduction of geotextiles for civil engineering applications. In this study 3 pilot trial embankments were carried out to investigate the behaviours of reinforced embankments over soft cohesive soils and to find the optimum methodology of embankments over soft soils. As the seamed part of polyester mat (PET, tensile strength 15 ton) used in the first full-scale field test was ruptured under progressing rotational slope failure because of unexpectedly rapid construction of embankments, the excessive pore water pressures were measured. On the soil behavior where tension explosion of mat was continued, pore pressure larger than the one caused by embankment height was measured. Especially, at the depth of 5.0 m under the ground pore pressure increased over long term. It was discussed with respect to the height of embankment and heaving behavior of soft soils.