• 터널과지하공간
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• 제6권1호
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• pp.19-29
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• 1996

Back analysis model, capable of calculating the mechanical properties and the in-situ stresses of jointed rock mass, was developed based on the inverse method using a continuum theory. Constitutive equation for the behavior of jointed rock contains two unknown parameters, elastic modulus of intact rock and stiffness of joint, hence algorithm which determines both parameters simultaneously cannot be established. To avoid algebraic difficulties elastic modulus of intact rock was assumed to be known, since the representative value of which would be quite easily determined. Then, the ratio ($\beta$) of joint stiffness to elastic modulus of intact rock was assigned and back analysis for the behavior of jointed rock was carried-out. The value $\beta$ was repeatedly modified until the elastic modulus from back analysis became very comparable to the predetermined value. The joint stiffness could be calculated by multipling the ratio $\beta$ to the final result of elastic modulus. Accuracy and reliability of back analysis procedure was successfully testified using a sample model simulating the underground opening in the jointed rock mass. Applicability of back analysis model for the underground excavation in practice was also verified by analyzing the mechanical properties of jointed rock in which underground oil storage cavern were under construction.

• 한국산학기술학회논문지
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• 제22권5호
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• pp.379-386
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• 2021

본 연구 목적은 미세조류 대량생산을 위한 ICT와 BT기술이 융합된 계단식 연속 배양 시스템(CCCS)을 개발함에 있다. 본 시스템은 미세조류 성장에 필요한 주요 운전변수인 pH, 온도, 이산화탄소와 조도 제어를 통해 실시간 배양조건 유지를 통해 세포성장 증진과 계절과 장소에 관계없이 미세조류를 생산할 수 있어 경제성이 확보 된 시스템이다. 또한, 안정적이고 높은 생산성을 제공하는 장점을 갖는다. 본 연구에서는 이 시스템을 활용하여 71일간 미세조류를 배양하고 실험 데이터를 분석하였다. 그 결과, 배양초기 O.D.는 수조1에서 0.006로 측정되었으며 이후 배양 71일, O.D.는 수조1: 0.399, 수조2: 0.961, 수조3: 0.795 그리고 수조4: 0.438로 측정되었다. 따라서 배양기간 동안 연속적인 배양이 가능함이 확인되었다. 대량 배양 방식인 ISMC (In-situ monitoring and control)기반 스마트팜을 제시하고, 본 개발기술을 통해 미세조류 이외의 수경재배 기반의 약용식물 등에 적용하여 식품, 화장품 그리고 의료 소재용 고부가가치 식물 재배에도 적용이 가능한 상업화 적합 기술이라 사료된다.

• 한국주조공학회지
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• 제37권4호
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• pp.115-122
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• 2017

The aim of this research is to evaluate the wear properties of (TiB+TiC) paticulate reinforced titanium matrix composites (TMCs) by in-situ synthesis. Different particle sizes (1500, $150{\mu}m$) and contents (0.94, 1.88 and 3.76 mass% for Ti, 1.98 and 3.96 mass% for the Ti6Al4V alloy) of boron carbide were added to pure titanium and to a Ti6Al4V alloy matrix during vacuum induction melting to provide 5, 10 and 20 vol.% (TiB+TiC) particulate reinforcement amounts. The wear behavior of the (TiB+TiC) particulate reinforced TMCs is described in detail with regard to the coefficient of friction, the hardness, and the degree of reinforcement fragmentation during sliding wear. The worn surfaces of each sliding wear condition are shown for the three types of wear studied here: transfer layer wear, particle cohesion wear and the development of abrasive areas. The fine reinforcements of TMCs were easily fragmented from the Ti matrix as compared to coarse reinforcements, and fragmented debris accelerated the decrease in the wear resistance.

• 대한영상의학회지
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• 제82권2호
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• pp.417-422
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• 2021

제1형 신경섬유종증은 상염색제 우성으로 유전되는 신경외배영성 질환으로 다양한 악성 종양이 발생할 수 있다. 하지만 유방암이 발생한 보고는 드물다. 이에 저자들은 제1형 신경섬유종증 환자에서 발생한 양측성 유방암 증례를 영상 소견과 함께 보고하고자 한다.

• 한국전기전자재료학회논문지
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• 제15권7호
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• pp.576-582
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• 2002

Nonvolatile semiconductor memory devices with reoxidized nitrided oxide(RONO) gate dielectrics were fabricated, and nitrogen distribution and bonding species which contribute to memory characteristics were analyzed. Also, memory characteristics of devices depending on the anneal temperatures were investigated. The devices were fabricated by retrograde twin well CMOS processes with $0.35\mu m$ design rule. The processes could be simple by in-situ process in growing dielectric. The nitrogen distribution and bonding states of gate dielectrics were investigated by Dynamic Secondary Ion Mass Spectrometry(D-SIMS), Time-of-Flight Secondary Ion Mass Spectrometry(ToF-SIMS), and X-ray Photoelectron Spectroscopy(XPS). As the nitridation temperature increased, nitrogen concentration increased linearly, and more time was required to form the same reoxidized layer thickness. ToF-SIMS results showed that SiON species were detected at the initial oxide interface which had formed after NO annealing and $Si_2NO$ species within the reoxidized layer formed after reoxidation. As the anneal temperatures increased, the device showed worse retention and degradation properties. It could be said that nitrogen concentration near initial interface is limited to a certain quantity, so the excess nitrogen is redistributed within reoxidized layer and contribute to electron trap generation.

• 한국지구과학회지
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• 제28권5호
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• pp.598-602
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• 2007

A long-term in situ observation was carried out in the Ice-valley at Milyang in order to explain the factors and processes associated with the summertime ice formation. The variation of temperature inside Ice-valley in relation with ice formation in summer time was found to depend on precipitation rate in spring and cold air sinking in autumn and winter. The rate of temperature rising tends to correspond to sensible heat release depending on the precipitation amount at the freezing location. The reason of the cold air accumulation in a talus in the Ice-valley is the cold air sinking over the surface of talus due to the occurrence of outside clod air mass and the accumulated cold air from autumn to spring flow outside at the bottom of talus. The out-flowing cold air can result in the ice formation in the hot summer.

• Geomechanics and Engineering
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• 제21권1호
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• pp.63-71
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• 2020

Strength anisotropy is a typical feature of thin-bedded rock masses and their strength will be degraded subjected to water immersion effect. Such effect is crucial for the operation of hydropower plant because the impoundment lifts the water level of upstream reservoir and causes the rock mass of nearby slopes saturated. So far, researches regarding mechanical property of natural thin-bedded rock masses and their strength variation under water immersion based on field test method are rarely reported. This paper focuses on a thin-bedded stratified rock mass and carries out field test to investigate the mechanical property and strength variation characteristics. The field test is highlighted by samples which have a large shear dimension of 0.5 m*0.5 m, representing a more realistic in-situ situation than small size specimen. The test results confirm the anisotropic nature of the concerned rock mass, whose shear strength of host rocks is significantly larger than that of bedding planes. Further, the comparison of shear strength parameters of the thin-bedded rock mass under natural and saturated conditions show that for both host rocks and bedding planes, the decreasing extent of cohesion values are larger than friction values. The quantitative results are then adopted to analyze the influence of reservoir impoundment of a hydropower plant on the surrounding rock mass stability of diversion tunnels which are located in the nearby slope bank. It is evaluated that after reservoir impoundment, the strength degradation induced incremental deformations of surrounding rock mass of diversion tunnels are small and the stresses in lining structure are acceptable. It is therefore concluded that the influences of impoundment are small and the stability of diversion tunnels can be still achieved. The finings regarding field test method and its results, as well as the numerical evaluation conclusions are hoped to provide references for rock projects with similar concerns.

• 대기
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• 제33권3호
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• pp.319-330
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• 2023

As the need for PM type observation increases, Surface Particulate Matter Network (SPARTAN), PM samplers analyzes aerosol samples for PM mass concentration and chemical composition, were recently installed at two sites: Yonsei University at Seoul and Ulsan Institute of Science and Technology (UNIST) at Ulsan. These SPARTAN filter samplers and nephelometers provide the PM_2.5 mass concentration and chemical speciation data with aerosol type information. We introduced the overall information and installation of SPARTAN at the field site in this study. After installation and observation, both Seoul and Ulsan sites showed a similar time series pattern with the daily PM_2.5 mass concentration of SPARTAN and the data of Airkorea. In particular, in the case of high concentrations of fine particles, daily average value of PM_2.5 was relatively well-matched. During the Yonsei University observation period, high concentrations were displayed in the order of sulfate, black carbon (BC), ammonium, and calcium ions on most measurement days. The case in which the concentration of nitrate ions showed significant value was confirmed as the period during which the fine dust alert was issued. From the data analysis, SPARTAN data can be analyzed in conjunction with the existing urban monitoring network, and it is expected to have a synergetic effect in the research field. Additionally, the possibility of being analyzed with optical data such as AERONET is presented. In addition, the method of installing and operating SPARTAN has been described in detail, which is expected to help set the stage for the observation system in the future.

• 터널과지하공간
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• 제18권2호
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• pp.98-106
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• 2008

암질이 불량한 암반에 터널이 굴착되는 경우 터널의 주변 암반은 그라우팅, 록볼트 설치 등의 보강법을 활용하여 일정 깊이까지 보강이 이루어진다. 터널보강의 효과를 수치해석적으로 계산하기 위해서는 보강재를 직접 요소로 표현하거나 보강영역의 등가물성을 활용하는 방법이 적용될 수 있다. 이 연구에서는 후자의 목적에 이용될 수 있는 원형터널의 탄소성 해석을 위한 간단한 수치해석 기법을 개발하였다. 정수압조건의 초기응력이 작용하는 Mohr-Coulomb 암반에 굴착된 원형터널이 고리형태로 일정 깊이까지 보강된다면 보강대는 원 암반과 물성의 차이를 보인다고 가정할 수 있다. 보강대와 보강대를 제외한 가상의 터널에 대해 각각 Lee & Pietruszczak (2007)가 제안한 탄소성 해석법을 적용하고 적합조건을 만족하도록 두 영역의 해석결과를 연결시키는 방법으로 보강대 효과를 계산할 수 있는 탄소성 수치해석법을 개발하였다. 상업코드인 FLAC을 활용한 해석결과와 비교를 통하여 개발된 방법의 정확성을 검증하였다. 해석결과 보강대의 변형계수와 강도정수의 변화를 고려한 응력 및 변위 분포는 균질한 암반을 가정한 해석결과와 큰 차이를 보여주었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.542-557
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• 2007

Contamination of subsurface results in degradation of geomaterials (i.e., soils and rock mass), in the long run. This is mainly due to the presence of chemical and/or radiological materials in undesirable concentrations and at elevated temperatures. However, as contaminant-geomaterial interaction is an extremely slow and complex process, which primarily depends on their physical, chemical and mineralogical properties, it is quite difficult to study this interaction under laboratory or in situ conditions. In such a situation, accelerated physical modeling, using a geotechnical centrifuge, and finite element/difference based numerical modeling techniques are found to be quite useful. This paper presents details of various modeling techniques developed by the researchers at the Indian Institute of Technology Bombay, Mumbai, India, for studying heat migration, flow and interaction (fate) of reactive and non-reactive contaminants in the geoenvironment, under saturated and unsaturated conditions. In addition, paper presents details of the technique that can be employed for determining susceptibility of a material to undergo physico-chemico-mineralogical alterations due to its interaction with contaminants.