• Geomechanics and Engineering
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• 제8권1호
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• pp.53-66
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• 2015

Plastic wastes, particularly polyethylene terephthalate (PET) generated from used bottled water constitute a worldwide environmental issue. Reusing the PET waste for geotechnical applications not only reduces environmental burdens of handling the waste, but also improves inherent engineering properties of soil. This paper investigated factors affecting shear strength improvement of PET-mixed residual soil. Four variables were considered: (i) plastic content; (ii) plastic slenderness ratio; (iii) plastic size; and (iv) soil particle size. A series of unconfined compression tests were performed to determine the optimum configurations for promoting the shear strength improvement. The results showed that the optimum slenderness ratio and PET content for shear strength improvement were 1:3 and 1.5%, respectively. Large PET pieces (i.e., $1.0cm^2$) were favorable for fine-grained residual soil, while small PET pieces (i.e., $0.5cm^2$) were favorable for coarse-grained residual soil. Higher shear strength improvement was obtained for PET-mixed coarse-grained residual soil (148%) than fine-grained residual soils (117%). The orientation of plastic pieces in soil and frictional resistance developed between soil particles and PET surface are two important factors affecting the shear strength performance of PET-mixed soil.

• 한국농공학회지
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• 제38권4호
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• pp.89-98
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• 1996

This study was conducted to evaluate the relationships between the geotechnical properties and the CBR values of the subgrade materials used in the rural roal construction. A total of 77 Soil samples was investigated and tested from 45 agricultural and industrial sites in Kyungpook Province. The results obtained are as follows : 1. The maximum dry densities of the coarse grained soils are larger than those of the fine grained soils. The optimum moisture contents of the coarse grained soils are smaller than those of the fine grained scils. 2. The mean values of the medified CBR values of the soils classified by the USCS, are decreased in the order of GP-GM, SW-SM, GM, SC, SP-SM, ML, CL-ML. And, those classified by the AASHTO are decreased in the order of A-i-a, A-i-b, A-2-4, A-3, A-4, A-6, A-7-6. 3. As passing percentage of No.200 sieve is increased, the CBR Value of soils is decreased gradually. 4. As the optimum moisture contents of the soil is increased, the CBR values is decresed the maximum dry density of the soils increased, the CBR values increased. 5. The CBR values are decreased as Group-lndex(GI) are increased. And Activity(A) is showed no relation with the CBR values. 6. The relation ships between the modified CBR value and standand proctor compaction CBR value at 95% compaction ratio can he expressed as the following equation : Y(CERmod)= 2.3638 + 0.8922X(CBR25).

• 한국지반환경공학회 논문집
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• 제24권11호
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• pp.25-31
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• 2023

대표적인 비탈면 배수공법인 수평배수공은 비탈면 내 간극수압을 감소시키기 위해 국내외에서 다수 활용하고 있다. 이에 따라 다양한 연구들이 선행되어 왔으나, 수평배수공의 수량을 산정하기 위한 명확한 설계기준이 없어 획일적으로 시공되고 있다. 따라서 본 논문에서는 다양한 수평배수공의 배수성능과 영향인자에 대한 메커니즘을 규명하고자 현장토를 이용하여 모형토조실험을 수행하였다. 또한, 배수재 형상이나 크기에 따른 배수성능을 비교하고자 입도분포가 다른 시료에서의 유출량 결과를 비교 및 검토하였다. 정상류 상태에서 배수실험을 확인하기 위해 유출량을 측정한 결과, 모든 시료에서 최소 3분에서 최대 15분 뒤 일정한 속도로 배수되는 것을 확인하였다. 조립질 지반에서 단일 시간당 유출되는 양(단위 유출량)으로 비교한 경우, 배수재 형상과 크기에 따른 배수효과가 상이하여 배수성능에 영향을 미치는 것을 확인하였다. 향후 세립질 지반에서의 배수 성능실험과 수량을 결정하기 위한 기초자료로 충분히 활용될 수 있을 것으로 기대된다.

• Journal of Welding and Joining
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• 제14권1호
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• pp.68-74
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• 1996

The microstructure of HAZ and the mechanical properties in weldments such as hardness and toughness were studied for mild steel and AH36 grade TMCP steel, as increasing heat input with electrogas welding process. The results of this study can be summarized as follow: 1) In the HAZ of mild steel, the width of coarse grained zone was larger than that of the nomalized zone, however in the case of TMCP steel, the nomalized zone was wider than the coarse grained zone. 2) The grain size of HAZ become coarse with increasing heat input. And at the same heat input, the grain size of TMCP steel was more coarser than that of mild steel. 3) According to the change of heat input, the deviation of hardness values was not significant, and the maximum values of hardness was not in HAZ but in the weld metal. And the hardness values in root part was higher than in face part. 4) Even though the HAZ grain size of mild steel was larger than that of TMCP steel, the impact values for mild steel was higher than those for TMCP steel, and the impact values in face part was higher than those in root part.

• Geomechanics and Engineering
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• 제14권1호
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• pp.99-105
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• 2018

Soils are generally classified as fine-grained or coarse-grained depending on the percentage content of the primary constituents. In reality, soils are actually made up of mixed and composite constituents. Soils primarily classified as fine-grained, still consists of a range of coarse particles as secondary constituents in between 0% to 50%. A laboratory scale model test was conducted to investigate the influence of coarse particles on the physical (e.g., density, water content, and void ratio) and mechanical (e.g., quick undrained shear strength) properties of primarily classified fine-grained cohesive soils. Pure kaolinite clay and sand-mixed kaolinite soil (e.g., sand content: 10%, 20%, and 30%) having various water contents (60%, 65%, and 70%) were preconsolidated at different stress levels (0, 13, 17.5, 22 kPa). The quick undrained shear strength properties were determined using the conventional Static Cone Penetration Test (SCPT) method and the new Fall Cone Test (FCT) method. The corresponding void ratios and densities with respect to the quick undrained shear strength were also observed. Correlations of the physical properties and quick undrained shear strengths derived from the SCPT and FCT were also established. Comparison of results showed a significant relationship between the two methods. From the results of FCT and SCPT, there is a decreasing trend of quick undrained shear strength, strength increase ratio ($S_u/P_o$), and void ratio (e) as the sand content is increased. The quick undrained shear strength generally decreases with increased water content. For the same water content, increasing the sand content resulted to a decrease in quick undrained shear strength due to reduced adhesion, and also, resulted to an increase in density. Similarly, it is observed that the change in density is distinctively noticeable at sand content greater than 20%. However, for sand content lower than 10%, there is minimal change in density with respect to water content. In general, the results showed a decrease in quick undrained shear strength for soils with higher amounts of sand content. Therefore, as the soil adhesion is reduced, the cone penetration resistances of the FCT and SCPT reflects internal friction and density of sand in the total shear strength.

• 지질공학
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• 제12권3호
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• pp.273-284
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• 2002

화강암의 응력하에서의 손상발달특성을 연구하기 위해 국내의 조립, 중립, 세립 화강암 시료를 채취하였으며, 일축압축에 의한 손상 전과 후에 탄성파속도시험, 투수성시험이 시료의 물리적 특성을 파악하기 위해 수행되었고, 시료의 단면에 발생된 크랙의 육안관찰을 용이하게 하기 위하여 셀롤로즈 아세테이트 필름 복제법이 사용되었다. 그리고 아세테이트필 상의 크랙을 좀더 명확하게 촬영하기 위해, 암시야조명을 이용한 근접촬영법이 적용되었다. 개인용 컴퓨터와 그래픽 프로그램을 이용하여 크랙을 확대 후 스케치하여 측정함으로써 시료단면에 발생한 크랙을 입도 별로 비교 분석하였다. 손상이 발생한 후, 조립·중립화강암이 세립화강암에 비해 상대적으로 더 낮은 탄성파속도, 더 높은 투수성을 가졌으며, 더 많은 크랙 발생을 보였다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2010년도 춘계학술발표대회 초록집
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• pp.25-25
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• 2010

8 wt.% 망간 (Mn) 이 함유된 마르텐사이트계 고 Mn강은 고강도용 강재로 산업현장에 적용될 수 있는 유용한 재료이다. 그러나, 다량의 망간의 함유로 인한 용접성 저하로 상용화를 위해서는 용접성 평가가 필요하다. 본 연구에서는 gleeble simulator 를 통해 열영향부를 재현한 후 local brittle zones(LBZs) 을 규명하였다. 모재는 Electron Probe Micro Analyzer (EPMA) 및 X-Ray Diffractometer(XRD) 로 분석결과 다량의 Mn 함유로 인해 lath마르텐사이트 미세조직과 소량의 잔류 오스테나이트로 구성되어 있었다. 용접부에서 모재까지 Vickers 경도계로 경도 분포를 측정한 결과 coarse-grained heat affected zone (CGHAZ) 에서 fine-grained heat affected zone (FGHAZ) 까지 경도 증가 후 subcritical heat affected zone (SCHAZ) 까지 급격한 경도 감소 거동을 보였다. 열영향부의 미세조직은 투과전자현미경 (TEM)으로 분석하였다. 연성취성천이온도 (DBTT) 측정을 위해 온도 구간을 상온, $0^{\circ}C$, $-20^{\circ}C$, $-40^{\circ}C$, $-60^{\circ}C$, $-80^{\circ}C$으로 설정하여 charpy impact test를 시행하였다. 그 결과 coarse-grained heat affected zone(CGHAZ) 에서 조대한 결정립으로 인해 낮은 충격값을 보였다.

• 암석학회지
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• 제25권4호
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• pp.349-360
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• 2016

부남암주(면적 $29.5km^2$)는 조립질 화강암, 석영몬조섬록암, 화강섬록암과 세립질 화강암 등의 4개 암상으로 분류되는 심성암 복합체이다. 세립질 화강암을 제외한 3개 암상은 석영몬조섬록암을 중심으로 화강섬록암과 조립질 화강암 순으로 동심원상 누대분포를 나타내며, 암상 간에는 매우 불규칙한 경계를 가지고 점이적 조성변화를 나타낸다. 또한 화강섬록암에서는 둥근 모양의 고철질 미립상 포유체(MME)를 흔하게 산출한다. 얼마의 MME는 경계가 들쭉날쭉하고 모양이 수평면에서 원상이지만 수직벽에서 상하로 긴 타원상이며 입도가 대개 세립질이지만 극세립질 냉각연변대를 가진다. 이러한 모양과 입도는 부분적으로 결정질인 규장질-고철질 마그마의 동시성 흐름과 혼화작용을 지시한다. 즉 MME는 규장질 마그마 속으로 주입하는 고철질 마그마가 방울로서 과냉각됨으로 타원체 모양을 이루며 어두운 극세립질 연변대를 나타내는 것이다. 부남암주에서 관찰되는 동심원상 누대분포, 불규칙한 경계 및 점이적 조성변화, 화강섬록암에서 MME의 산출과 타원체 배열 및 냉각연변대 등의 야외관계들에 의하면 두 개의 단구성원은 규장질 마그마에 의한 조립질 화강암과 고철질 마그마에 의한 석영몬조섬록암이고, 혼성암은 포유체를 함유하는 화강섬록암이라는 것이 증명된다. 그리므로 이들은 규장질 마그마 속으로 고철질 마그마가 주입할 때 중간에 혼합작용이 일어남으로써 고철질 단구성원을 중심으로 동심원상 누대를 나타내는 것이다. 여기서 석영몬조섬록암은 화강암질 마그마챔버 속으로 운반되는 고철질 마그마의 고기 화도를 나타내는 것으로 볼 수 있다. 고철질 마그마는 마그마 혼합작용에 효과적인 환경으로서 화도를 통해 상승하였던 것이다. 이러한 모든 특징은 부남암주에서 칼크알칼리 마그마의 혼합과정에 의해 만들어졌음을 암시해준다.

• 자원환경지질
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• 제20권2호
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• pp.85-95
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• 1987

The host rocks of titaniferous magnetite deposits in Gonamsan are alkaline gabbros, which are typical of undersaturated alkaline rocks in terms of the lack of normative quartz. According to field occurrences and petrographic features, these alkaline gabbros are divided into 3 rock types: coarse-grained and pegmatitic rock, medium-grained rock with equigranular texture, and layered cumulate rock. All these rocks mainly contain clinopyroxene(salite), plagioclase(An 43-66), pargasite, and ilmenite. The accessory minerals are apatite, sphene, quartz, and sometimes titaniferous magnetite. Pargasite, sphene, and quartz are considered to be secondary minerals formed by the reaction among clinopyroxene, plagioclase and Fe-Ti oxide at deuteric stage. Fe-Ti oxides generally occur as ilmenite in the alkaline rocks, and titaniferous magnetite in the ore deposits. Layered cumulate rocks are characterized by a recurrence of discontinuous thin mesolayer of clinopyroxene-pargasite within leucolayer mainly composed of plagioclase. Clinopyroxene is cumulus mineral whereas plagioclase, ilmenite and apatite occur as intercumulus minerals. According to the variation diagrams of oxide and trace element contents against the differentiation index, incompatible elements, such as Na, Ba and Sr, show positive correlations whereas compatible elements, such as Mg and Cr, show negative correlations. However some compatible elements, such as Co, Ni and V show irregular variations, reflecting relative cumulate status of cumulus and intercumulus minerals. On the de la Roche multicationic diagram, these alkaline gabbros are distributed along the differentiation curve of undersaturated alkaline series from alkaline basaltic composition through basanitic composition to tephritic composition. Layered cumulate rocks, which are distributed between basanitic composition and tephritic composition, reflect their cumulate character, slightly scattering away from the curve. The medium-grained rock shows higher contents in Ba, Sr and light rare earch elements than the coarse-grained and pegmatitic rock. The former shows two times higher contents of total rare earth elements than the latter, $while(La/Lu)_{cn}$ ratios maintain fairly constant values of 5.08~5.06 in these two rocks. This means that coarse-grained and pegmatitic rock, as compared with the medium-grained rock, was formed by the earlier differentiated magma but rare-earth element distribution pattern remained almost parallel during differentiation. From the data the above mentioned, these alkaline gabbros are considered to be comagmatic and to be formed by intrusions of differentiated magmas in its reservoir.

• JSTS:Journal of Semiconductor Technology and Science
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• 제11권3호
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• pp.207-220
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• 2011

Coarse-grained reconfigurable architecture (CGRA) based embedded systems aims to achieve high system performance with sufficient flexibility to map a variety of applications. However, the CGRA has been considered as prohibitive one due to its significant area/power overhead and performance bottleneck. In this work, I propose reconfigurable multi-array architecture to reduce power/area and enhance performance in configurable embedded systems. The CGRA-based embedded systems that consist of hierarchical configurable computing arrays with varying size and communication speed were examined for multimedia and other applications. Experimental results show that the proposed approach reduces on-chip area by 22%, execution time by up to 72% and reduces power consumption by up to 55% when compared with the conventional CGRA-based architectures.