• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.2
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• pp.27-36
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• 2010

It is well known that the shear strength of an RC column subjected to a lateral force decreases with the increase of the displacement ductility of column. This decreasing rate of shear strength is quite dependent on the initial shear strength. Therefore, the evaluation of the initial shear strength is important to predict the shear strength with reasonable accuracy. The shear behavior is complex because many parameters, such as the sectional shape, aspect ratio, axial force, longitudinal bars and ductility, are mutually interactive. In this study, the initial shear strength has been investigated by experiments varying parameters such as the aspect ratios, void ratios, ratio of longitudinal bars and sectional types. A new empirical equation for the initial shear strength, considering the ratio of the longitudinal bars, has been proposed and its validity has been assessed.

• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.5
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• pp.469-484
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• 2012

This study aims to numerically investigate ground movement around a square steel pipe as well as a group of square steel pipes induced by its and their ground penetration for trenchless construction of a concrete box. From numerical results, ground movement induced by a square steel pipe is much more dominantly governed by vertical displacement rather than horizontal displacement. Ground settlement induced by pipe penetration is much larger as the overburden becomes lower. The settlement is also shown to be slightly dependent upon the sequence of pipe penetration. More careful construction management is highly in demand during the penetration of upper pipes since their induced settlement occupies approximately 75 percent of total ground settlement after the whole construction of steel pipes.

• Journal of the Korean GEO-environmental Society
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• v.15 no.6
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• pp.49-56
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• 2014

The stability of tunnel construction depends entirely on the characteristics of the soil strength. If the soil strength is weak, collapse of tunnel occurs frequently under construction. In general, it copes with collapse by conducting half section excavation or reinforcement in advance under these conditions. Nevertheless, it can be collapsed under upper section excavation in the weathered fracture zone and it can be recovered through the application of reinforcement. As it has a bad influence on the upper section in case of upheaveal of tunnel bottom, it can be adversely affected on the overall stability of the tunnel. Thus, an in-depth review of reinforcement is needed in poor bottom ground. As the practices that has a bad affect on the stability of the tunnel due to upheaveal of tunnel bottom is increasing, research is needed for applicable standards for reinforcement. In this paper, it were investigated at actual field cases of upheaveal of bottom ground and characteristics of behavior and reinforcement measures were analyzed.

• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.83-97
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• 2002

An experimental model which considers post-peak behaviors and pre-peak damage characteristics representing changes of elastic moduli in each damage level was developed. From experiments, some damage thresholds of rocks were determined, and regression analyses were carried out in order to represent changes of elastic moduli in each damage level as functions of confining pressure. In addition, it was intended to simulate post-peak behaviors with Hoek-Brown constants, $m_r\;and\;s_r$ for post-failure. The developed experimental model was implemented into $FLAC^{2D}$ by a FISH function. From results of parametric studies on Hoek-Brown constants for post-peak, it was revealed that uniaxial compressive strength more highly depends upon $s_r$, although it depends on both $m_r\;and\;s_r$. It was also shown that the post-peak slopes of stress-stain curves depend mainly on $m_r$. When the optimum models obtained from parametric studies were applied to numerical analysis, they predicted maximum strengths obtained from experiments and well simulated stiffness changes due to damage levels.

• Journal of the Korean Wood Science and Technology
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• v.36 no.3
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• pp.17-23
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• 2008

The purpose of this study is to estimate the shrinkage of wood by LV-SEM (Low-Vacuum Scanning Electron Microscope) which can observe wetted wood sample. The shrinkage of small sample specimen by the dehumidification in the specimen chamber was investigated and compared with that of normal wood specimen. The observation of cross sectional surface of wood from wetted condition to dried condition can be achieved in about twenty minutes by means of the dehumidification in the specimen chamber of LV-SEM. The volumetric shrinkage of earlywood was almost the same as that of latewood. The shrinkage of SEM observation specimen was similar to that of normal wood specimen. From the correlation of the shrinkages between SEM observation specimen and normal wood specimen, it is surmised that the shrinkage of wood is more strictly dominated by shrinkage of latewood than that of earlywood.

• Journal of Korean Tunnelling and Underground Space Association
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• v.12 no.2
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• pp.157-164
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• 2010

Recently, the number of shallow tunnel construction increases to improve the structural safety and environment-friendliness. In semi-cut-and-cover Method, ground is excavated to the crown arch level and arch slab is set to backfill before the excavation of lower face. In this study, laboratory model tests was performed to clarify the behavior of the arch slab constructed perpendicular to the slope. Results show that Arch slab is affected by perpendicular to the slope and bedrocks. Negative moment at the upper part of the arch slab at hillside and positive moment at the upper part at the other side are generated as perpendicular to the slope increases. Reaction load at the hillside support was larger than that at the other side.

• Bulletin of Food Technology
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• v.13 no.2
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• pp.3-13
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• 2000

신선 과일, 채소 편의식품의 주요 특징으로는 박피, 절단 등에 의한 식물조직의 손상, 최소가공에 따른 제품의 불확실한 미생물 안전성, 식물 조직의 활발한 물질대사, 제품 종류의 제한 등을 들 수 있다. 따라서 이들 제품에서는 미생물이 증식하기 쉬우나 실제 미생물의 거동은 식물조직의 대사에 의해 영향을 받으며, 또한 생체의 호흡과 필름 포장재의 기체투과도에 의해 좌우되는 포장내부 환경기체에도 영향을 받는다. 수확후 감염은 과일, 채소와같은 원료 농산물의 주요 손실요인으로(Harvey, 1978;Lund, 1983) 신선 과채류 편의식품의 경우 절단면의 노출과 포장내부의 고수분 함량 등에 의해 미생물 감염의 위험은 더욱 더 증가할 수 있다. 특히 대부분의 신선 편의식품이 어떠한 가열처리도 없이 그대로 이용되므로 식품유래 병원균의 오염과 저장중 이들의 증식은 각별한 관심의 대상이 되고 있다. 이에 본고에서는 현재 과채류 편의식품에 주로 사용되고 있는 미생물 오염 방지 또는 조절 방법에대해 설명하고 이의 적용과 관련한 주의사항을 살펴보고자 한다.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.05b
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• pp.339-340
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• 2003

일반적으로 대기에 배출된 오염물질의 확산과 수송과정은 공기의 연직 열적 구조에 의해 좌우되기 때문에(Coulter, 1979; Dayan et al., 1988) 이를 예측하기 위해서는 역전층과 혼합층 고도가 필수적으로 고려되어야 한다(권병혁 등, 2001). 따라서, 연직관측을 통해 대기 경계층의 연직구조를 조사하는 것은 지역 대기오염관리에 있어 매우 중요하다고 볼 수 있다. 특히, 역전층 형성과 고도변화는 대기오염의 지표 고농도를 유발시키는 중요한 현상의 하나로서, 지표면 부근에 역전층이 존재할 경우, 대기의 확산운동이 억제되어 고농도 현상이 나타날 수 있다. (중략)

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2004.05a
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• pp.401-402
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• 2004

생분해성 고분자 재료들은 지구환경 보호측면에서 다양한 분야, 즉, 1회용 재료, 농업용 필름 및 생체적합성 재료(약물 방출, 봉합사) 등에서 실용화되거나 활발한 연구가 진행되고 있다. 이들 재료의 상업적응용은 물성, 분해능, 제조가격, 대량생산 등에 의해 좌우 될 수 있다. 이들 중 특히, 분해 메커니즘의 규명은 본질적인 응용에서 가장 중요한 위치를 차지하고 있다. 분해 속도의 규명 및 조절은 제품의 수명을 제어할 수 있고 응용 분야를 넓힐 수 있다. 본 연구에서는 분해매채에 따른 생분해성 고분자의 분해 메커니즘 및 속도를 단결정과 단분자막 기법을 이용하여 연구하였다. 결정성영역에서는 분해매체의 크기가 작은 알칼리 이온에 의해 표면 및 측면 분해가 일어나고 크가가 큰 효소는 비규칙성을 가진 영역에서 선호적 분해가 일어남을 두 모델 시스템으로부터 확인하였다.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1993.04a
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• pp.59-62
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• 1993

고품위의 동력전달 장치와 같은 고정밀 기능 부품들은 보다 높은 비강도, 고경도, 내마모성 및 내식성을 가져야 하며, 특히 소재의 마찰, 마모 특성은 기아제품 등의 수명, 정밀도 및 에너지 손실을 좌우하는 것으로서 물성의 열화를 극복할 수 있는 소재의 개발이 요구되고 있다. 지난 수년동안 금속기지에 $Al_2O_3$나 SiC등의 보강재를 첨가하여 복합재의 응착 및 연삭마모에 대한 저항성을 향상시키는 시도를 하고 있다. 주로 제조비용이 낮고 거의 등방적인 성질을 가지며 가공성이 좋은 입자 보강 복합재료에 대한 연구가 지배적이었지만, 입자 보강 복합재료의 경우 강도 및 탄성계수의 향상 정도가 적다는 단점을 지니고 있다. 본 연구에서는 분말야금법을 이용하여 금속기지에 세라믹상으로 SiC 입자 및 휘스커가 첨가된 복합재를 제조하여 제조공정변수에 따라 마모거동을 pin-on-disk 형태의 마모시험기에서 실험하였으며, 주사전자현미경으로 마모표면관찰 등으로 복합재의 마모기구를 연구하였다.