• 한국수산과학회지
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• 제25권1호
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• pp.45-50
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• 1992

폐기되고 있는 수산부산물을 유효하게 이용하여 식품산업의 학술적 자료를 얻을 목적으로 6종의 갑각류의 갑각을 회수하여 키틴, 키토산 및 미세결정화키틴을 제조하여 이들 성간의 기능특성에 대해 검토하였다. 제조된 키틴, 키토산 및 미세결정화키틴들의 겉보기체적, 수중침정체적, 보수력 및 지방흡수력은 각각 $3.1\pm0.1-27.0\pm0.2ml/g,\;5.1\pm0.1-45.0\pm0.2ml/g,\;318\pm40-2,382\pm12g/100g$ 및 $235\pm20-2,169\pm20g/100g$의 범위였고 크릴껍질로 만든 키틴과 키토산의 겉보기체적, 수중침정체적, 보수력 및 지방흡수력이 가장 컸다 키틴과 키토산은 유화성이 없었고 미세결정화키틴만이 유화성이 있었다. 5종의 미세결정화키틴의 유화성은 $18.2\pm4.0-50.1\pm2.5\%$, 유화 안정성은 $15.2\pm3.5-31.1\pm1.0\%$의 범위였다. 색소흡착능은 붉은대게의 각피로 제조된 미세결정화키틴이 가장 좋았다.

• 한국지반환경공학회 논문집
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• 제4권4호
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• pp.53-59
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• 2003

인산석고(phosphogypsum)는 이수석고($CaSO_4{\cdot}2H_2O$), 인($P_2O_2$), 불소($F^-$)와 유기물질 등으로, 인산비료 생산과정에서 발생되는 부산물이다. 본 논문은 폐기물의 자원화 차원에서 인산석고를 준설매립재로 활용하기 위한 기초 연구를 수행하였다. 이를 위하여, 준설점토와 인산석고 혼합토에 대한 기본물성시험, 침강시험 등 실내시험과 현장 적용성을 평가하기 위하여 현장시험을 실시하였다. 또한 pH, 수질분석 등 환경적 영향을 분석하였다. 그 결과 인산석고가 준설점토의 침강속도를 촉진시켰으며, 인산석고 혼합지반의 지지력은 준설점토지반과 거의 유사하게 나타났다. 또한 현장시험에서 발생된 침출수의 수질분석결과, 법적기준치 이내의 값으로 환경적 영향이 적은 것으로 판단된다.

• 한국세라믹학회지
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• 제13권1호
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• pp.25-29
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• 1976

The properties vary with quality of ferric-oxide that is major material of ferrites. In this point of view, a manufacturing method of pure and homogeneous fine ferric oxide is very important. The characters of this study are as follows: 1) Ferric oxide was made from waste pickling liquor of steel. 2) The crude ferric-oxide that is made by roasting the pickling liquor was dissolved in 20% HCI solution and then produced ferric chloride is purified by ethyl ether extraction. 3) The methanol solution of purified ferric chloride was sprayed into the refractory tube with compressed air and propane gas and then ignited leading to the ferric-oxide powder. 4) The produced oxide powder was introduced to the scrubber type vessel throught cooling system in order to collect the powder. 5) Crystalline phase of the powder was identified by X-ray diffraction and particle size, crystalline shape of the powder were investigated by settling method and electron microscope and the effects of concentration of ferric chloride in methanol on grain size were discussed. Results were obtained as fellows: 1) Total impurity in the ferric oxide produced from waste pickling liquor was 3.7%. 2) The solubilityof crude ferric oxide that was made from waste pickling liquor in HCI solution increased with the HCI concentration and reached to saturation range at 15% HCI concentration. 3) Extraction of FeCl3 increased with HCI concentration which is solvent. 4) Alpha ferric oxide obtained was very fine crystalline particles, the mean crystalline grain increased with the concentration of ferric chloride, and mean grain size distributed from 3.5$\mu$(at 0.5mole/l) to 0.5$\mu$(at 0.05mole/l).

• Steel and Composite Structures
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• 제16권6호
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• pp.611-637
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• 2014

A single plate shear connection, or shear tab, is a very popular shear connection due to its merit in ease of construction and material economy. However, problems in understanding the connection behavior, both in terms of strength and ductility, have been well-documented. Suggestions or design model for single plate connections in AISC Design Manual have been altered several times, with the latest edition settling down to giving designers pre-calculated design strength tables if the connection details agree with given configurations. Results from many full-scale tests and finite element models in the past suggest that shear strength of a bolt group in single plate shear connections might be affected by yield strength of plate material; therefore, this research was aimed to investigate and clarify effects of plate yield strength and thickness on shear strength of the bolt group in the connections, including the validity of using a plate thickness/bolt diameter ratio ($t_p/d_b$) in design, by using finite element models. More than 20 models have been created by using ABAQUS program with 19.0- and 22.2-mm A325N bolts and A36 and Gr.50 plates with various thicknesses. Results demonstrated that increase of plate thickness or plate yield strength, with the $t_p/d_b$ ratio remained intact, could significantly reduce shear strength of the bolt group in the connection as much as 15 percent. Results also confirmed that the $t_p/d_b$ ratio is a valid indicator to be used for guaranteeing strength sufficiency. Because the actual ratio recommended by AISC Design Manual is $t_p/d_b$ + 1.6 (mm) for connections with a number of bolts less than six and plate yield strength in construction is normally higher than the nominal value used in design, it is proposed that shear strength of a bolt group in single plate connections with a number of bolts equal or greater than seven be reduced by 15 percent and the $t_p/d_b$ ratio be limited to 0.500.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.669-672
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• 2008

본 연구에서는 고로슬래그 미분말을 다량 치환하는 고성능 콘크리트의 가능성을 분석하기 위해, 고로슬래그 미분말의 치환율 변화에 따른 콘크리트의 특성을 분석하였는데, 그 결과를 요약하면 다음과 같다. 먼저, 굳지않은 콘크리트의 특성으로 유동성은 고로슬래그 미분말의 치환율이 증가함에 따라 증가하는 경향을 나타내었고, 공기량은 감소하는 경향을 나타내었으며, 응결시간은 지연되는 것으로 나타났다. 경화콘크리트의 특성으로 고로슬래그 미분말의 치환율이 50%까지 증가하는 조건에서의 압축강도는 초기재령에서 OPC보다 저하 하였지만 재령 28일에서는 OPC와 동등이상의 수준을 나타내었으며, 간이 단열에 의한 온도 상승량은 수화 초기에 치환율이 증가 할수록 감소였으나 후반부에서는 수화가 서서히 진행되어 수화열이 증가하는 것으로 나타났다.

• 보존과학회지
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• 제7권2호
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• pp.68-79
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• 1998

중원 미륵리사지 입상석불 보호석실을 이루고 있는 암석은 주로 석영, 퍼어사이트, 사장석 및 흑운모로 이루어져 있는 백악기의 화강암이다. 이들 암석에는 매우 많은 균열들이 발달되어 있는데 이들은 성인적으로 볼 때 양파껍질구조를 따라 진행된 박리작용, 1차적인 그리고 압력에 의한 것으로 구분할 수 있다. 압력에 의한 것들은 보호석실의 구조적 불균형에 의한 힘의 편중에 의해 생성된 것으로 생각되며 박리작용에 의한 것에 중첩되어 발달하는 것이 보통이다. 구조적 불균형은 심한 풍화에 따른 암석의 물성의 변화, 보호석실의 부분적인 하중의 차이에 따른 토양의 차등침하, 서측면 아래의 토양기반의 서쪽으로의 포행과 이에 수반된 토양기반의 지지율의 부분적인 차이, 그리고 서측면 아래의 토양기반의 서쪽으로의 포행과 이에 수반된 토양기반의 지지율의 부분적인 차이, 그리고 서측면 석축의 토양 속으로의 부분적인 침하 등에 기인하는 것으로 생각된다. 보호 석실의 보전을 위해서는 이러한 구조적 불균형을 야기시킨 토양기반을 안정시키는 방법과 균열들을 처리하는 방안이 우선적으로 강구되어야 할 것으로 생각된다.

• 대한안전경영과학회지
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• 제21권1호
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• pp.1-7
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• 2019

Along with industrial development, various architectural structures have become bigger and higher, leading to an expansion in the size and capacity of construction equipment. And with the development of public transportation, the use of subways as a means of transportation in the city center is increasing, so that vibrations and structural noises are emerging as a new environmental issue. Considering that architectural structures may be used from several decades to hundreds of years after the time of construction, they can be seen as semi-permanent. Due to changes in the vibration-proof polyurethane mats installed in the foundation of these structures, settling may occur and vibration reduction may become inadequate. Therefore, in view of service life, it is necessary to have a high-level standard of reliability and stability. In accordance with this, the Floating Floor System, which uses soft polyurethane foam and can be constructed within a relatively short period of time, has excellent vibration resistant characteristics. It is presented as a great alternative solution to the issue of vibrations caused by subways, railways and building structures. At present, vibration-proof polyurethane mats have been developed up to the same product level as in other advanced countries. However, in the construction of structure foundations, the physical properties of this product and its shape incur changes. If they are installed as such in the structure of a building, it may cause significant impact on stability, requiring that this cause be urgently identified and improved.

• Geomechanics and Engineering
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• 제17권5호
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• pp.453-464
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• 2019

Soft marine soil has high fine-grained soil content and in-situ water content. Thus, it has low shear strength and bearing capacity and is susceptible to a large settlement, which leads to difficulties with coastal infrastructure construction. Therefore, strength improvement and settlement control are essential considerations for construction on soft marine soil deposits. Biopolymers show their potential for improving soil stability, which can reduce the environmental drawbacks of conventional soil treatment. This study used two biopolymers, an anionic xanthan gum biopolymer and a cationic ${\varepsilon}-polylysine$ biopolymer, as representatives to enhance the geotechnical engineering properties of soft marine soil. Effects of the biopolymers on marine soil were analyzed through a series of experiments considering the Atterberg limits, shear strength at a constant water content, compressive strength in a dry condition, laboratory consolidation, and sedimentation. Xanthan gum treatment affects the Atterberg limits, shear strength, and compressive strength by interparticle bonding and the formation of a viscous hydrogel. However, xanthan gum delays the consolidation procedure and increases the compressibility of soils. While ${\varepsilon}-polylysine$ treatment does not affect compressive strength, it shows potential for coagulating soil particles in a suspension state. ${\varepsilon}-Polylysine$ forms bridges between soil particles, showing an increase in settling velocity and final sediment density. The results of this study show various potential applications of biopolymers. Xanthan gum biopolymer was identified as a soil strengthening material, while ${\varepsilon}-polylysine$ biopolymer can be applied as a soil-coagulating material.

• 한국물환경학회지
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• 제36권6호
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• pp.581-591
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• 2020

In this study, two types of reactors were operated to examine the properties of methanol uptake under the high-rate denitrification process. In a sequencing batch reactor, the denitrifying activity was enriched up to 0.80 g-N/g-VSS-day for 72 days. Then, the enriched denitrifying sludge was transferred to a completely stirred tank reactor (CSTR). At the final phase on Day 46-50, the nitrogen removal efficiency was around 100% and the total nitrogen removal rate reached 0.097±0.003 kg-N/㎥-day. During the continuous process, the sludge settling index (SVI30) was stabilized as 118.3 mL/g with the biomass concentration of 1,607 mg/L. The continuous denitrifying process was accelerated by using a sequencing batch reactor (SBR) with a total nitrogen removal rate of 0.403±0.029 kg-N/㎥-day with a high biomass concentration of 8,433 mg-VSS/L. Because the reactor was open to ambient air with the dissolved oxygen range of 0.2-0.5 mg-O2/L, an increased organic carbon requirement of 5.58±0.70 COD/NO3--N was shown for the SBR in comparison to the value of 4.13±0.94 for the test of the same biomass in a completely anaerobic batch reactor. The molecular analysis based on the 16S rRNA gene showed that Methyloversatilis discipulorum and Hyphomicrobium zavarzinii were the responsible denitrifiers with the sole organic carbon source of methanol.

• 반도체디스플레이기술학회지
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• 제20권4호
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• pp.171-176
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• 2021

Die-to-wafer (D2W) hybrid bonding in the multilayer semiconductor manufacturing process is one of wafer direct bonding, and various studies are being conducted around the world. A noteworthy point in the current die-to-wafer process is that a lot of voids occur on the bonding surface of the die during bonding. In this study, as a suggested method for removing voids generated during the D2W hybrid bonding process, a flexible mechanism for implementing convex for die bonding to be applied to the bond head is proposed. In addition, modeling of flexible mechanisms, analysis/design/control/evaluation of static/dynamics properties are performed. The proposed system was controlled by capacitive sensor (lion precision, CPL 290), piezo actuator (P-888,91), and dSpace. This flexure mechanism implemented a working range of 200 ㎛, resolution(3σ) of 7.276nm, Inposition(3σ) of 3.503nm, settling time(2%) of 500.133ms by applying a reverse bridge type mechanism and leaf spring guide, and at the same time realized a maximum step difference of 6 ㎛ between die edge and center. The results of this study are applied to the D2W hybrid bonding process and are expected to bring about an effect of increasing semiconductor yield through void removal. In addition, it is expected that it can be utilized as a system that meets the convex variable amount required for each device by adjusting the elongation amount of the piezo actuator coupled to the flexible mechanism in a precise unit.