• 한국세라믹학회지
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• 제15권4호
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• pp.213-223
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• 1978

The purpsoe of this study was to produce domestic stamping materials; sling mass which could be used as unburned refractory for iron melt'ladle. Batch compositions were based on Belgian Ladelite; mineral compositions were composed of 84 wt% of quartz and 16 wt% of clay, and particle sizes were divided into 12 wt% of 1410/297㎛, 18wt% 297/149㎛, 20wt% of 149/74㎛, 11wt% 74/44㎛ and 39wt% 44㎛ under. The effect of variable batch compositions were also investigated such as substitution of pyrophylite or industrial grade alumina for quartz and of zircon for portion of quartz and clay, increase of clay and addition on sericite. Samples were pressed at 100kg/㎠ with 7.4wt% of water or 7.4wt% of 4 wt% PVA solution. Dried and Fired properties of samples such as linear shrinkage, apparent porosity, modulus of rupture, refractoriness and corrosion resistance to blast furnace slag were investigated. The results are summarized as follows. 1. Dried samples are shrinked, but fired at 700-1400℃ expanded. Samples fired at 700-1000℃ and 1200-1400℃ tended to expand with incresing of firing temperature, but fired at 1000-1200℃ tended to shrink with increase of firing temperature. 2. Apparent porosity of samples fired at 700℃ is increased, but fired at 1200-1400℃ decreased with increasing of firing temperature. 3. Modulus of rupture of samples fired at 700℃ is decreased, but fired at above 700℃ increased with increasment of firing temperature. 4. Dried samples with 7.4 wt% of 4 wt% PVA solution better improve modulus of rupture than with 7.4 wt% of water, but the firing strength of the sampels fired at 700-1000℃ is showed reversely. 5. In quartz-clay system, mineral phases of samples fired at above 1200℃ are consisted of α-quartz, α-cristobalite and mullite. Respectively as firing temperature was rising up, intensity of α-cristobalite and mullite is in creased. 6. Quartz-Kibushi clay system, Kimcheun quartz(substitutuion of portion of industrial grade alumina for quartz) Hampyeung clay system and pyrophyllite-clay system are better in corrosion resistance to blast furnace slag than burned pyrophyllite brick. 7. 84 wt% of pyrophyllite-16wt% of clay system is superior in modulus of rupture and corrosion resistance to blast furnace slag to 84 wt% of quartz-16 wt% of clay system.

• 한국항만학회지
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• 제12권2호
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• pp.337-348
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• 1998

Since 1970s, though many effective construction methods have been established to solve soft ground problems which had occurred in the off shore land reclamation and on shore highway construction, lateral movement of structure on soft ground is still a big problem to engineers. In this study an applicability of criteria for determining the lateral movement of the structure in soft ground is examined and most measured data is obtained from 140 bridge abutments in highway construction sites. Characteristics and effectiveness of existing methods that used for deciding amount of lateral movements of abutment are analyzed using the obtained data. From the analysis, a proper method to prevent lateral movement is proposed. This method is confirmed on several case histories which were constructed on marine clay.

• 한국산업융합학회 논문집
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• 제6권2호
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• pp.115-122
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• 2003

This experimental study on high strength lightweight concrete using compound materials has been performed. In which, expanded clay was used as coarse aggregate, and silica fume and fly ash as admixtures varying by 0, 10% and 0, 5, 10, 15, 20% of cement amount respectively were added. Thus, the properties of fresh and hardened concrete have been investigated. The results of this study can be summarized as follows ; Each slump loss of mixtures replaced fly ash has been decreased by increasing replacement rate. The compressive strength have shown 465, 428 and $401kgf/cm^2$ at 30, 40 and 50% of W/B in 28days respectively, all of which have satisfied the criterion $270kgf/cm^2$ of high strength lightweight concrete. The unit volume weight of hardened concrete has been decreased by increasing replacement rate of silica fume and fly ash, values of which have satisfied the criterion $2000kgf/cm^3$of light weight concrete.

• Advances in concrete construction
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• 제14권3호
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• pp.215-225
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• 2022

Thermal comfort and energy conservation are critical issues in the building sector. Energy consumption in the building sector should be reduced whilst enhancing the thermal comfort of occupants. Concrete is the most widely used construction material in buildings. Its thermal conductivity (k-value) has a direct effect on thermal comfort perception. This study aims to find the optimum value of replacing the normal aggregate with lightweight expanded clay aggregate (LECA) under high strengths and low thermal conductivity, density and water absorption. The k-value of the LECA concrete and its physical and mechanical properties have varying correlations. Results indicate that the oven-dry density, compressive strength, splitting tensile strength and k-value of concrete decrease when normal coarse aggregates are replaced with LECA. However, water absorption (initial and final) increases. Thermal conductivity and the physical and mechanical properties have a strong correlation. The statistical optimisation of the experimental data shows that the 39% replacement of normal coarse aggregate by LECA is the optimum value for maximising the compressive and splitting tensile strengths whilst maintaining the k-value, density and water absorption at a minimum.

• 자원환경지질
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• 제32권3호
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• pp.307-315
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• 1999

Four organic polymers were mixed with mothmorillonite. Two cationic polymers a hi로 molecular weight polyacrylamide (494C) and a low molecular weight polymer (587C).Two anionic polymers include a high molecular weight polymer (aerotil). Each clay supension series were allowed to stand for 24 hours and were centrifuged, and the clay plugs were washed and dried. The dried samples investigated by XRD, IR and CEC measurement. The suspended clay containing anionic polymers was not flocculated at any concentratuons of polymer. But the suspendions containing two cationic polymers were rapidly flocculated at almost all concentrations. the d(001) spacings of Na-montmorillonite after being with cationic polymer 587C show about 15$\AA$ suggesting the polymers may have entered the interlayer spaces. The polymer 494C-treated sample produced double peaks of about 12 and 15$\AA$ in XRD. It indicates that the high molecular weight polymer. And cationic polymer 494C may be adsorbed mainy on the outside surface of clay, and some polymers may peretrate into olny interlayers in the margin of montmorillonite particles because of its high molecular weught. CEC of polumer 587-treated sample was reduecd mmarkedly suggesting polymer blocks CEC sites. The d(001) spacings of Ca-montmorillonite after being treated with cationic polymers show about 15$\AA$ suggesting that the interlayer spaces have not been expanded. In the experiment using a dilute Ca-bearing solution, the suspended caly containinf anionic polymers was flocculated. The results indicate that the flocculation behavior of montmorillonite-polymer supension depends on not only polymer properties such as concentration, electric charge and molecular weight but also compositions of solvent.

• Geomechanics and Engineering
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• 제17권6호
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• pp.507-513
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• 2019

Reinforced soil and Expanded Polystyrenes (EPS) mixture (RSEM) is a geomaterial which has many merits, such as light weight, wide strength range, easy for construction, and economic feasibility. It has been widely applied to improve soft ground, solve bridge head jump, fill cavity in pipeline and widen highway. Reutilizing dredged sediment to produce RSEM as earthfill can not only consume a large amount of waste sediment but also significantly reduce the construction cost. Therefore, there is an urgent need understand the basic stress-strain characteristics of reinforced dredged sediment-EPS mixture (RDSEM). A series of cyclic triaxial tests were then carried out on the RDSEM and control clay. The effects of cement content, EPS beads content and confining pressure on the cyclic stress-strain behaviour of RDSEM were analyzed. It is found that the three stages of dynamic stress-strain relationship of ordinary soil, vibration compaction stage, vibration shear stage and vibration failure stage are also applicative for RDSEM. The cyclic stress-strain curves of RDSEM are lower than that of control clay in the vibration compaction stage because of its high moisture content. The slopes of backbone curves of RDSEMs in the vibration shear stage are larger than that of control clay, indicating that the existence of EPS beads provides plastic resistance. With the increase of cement content, the cyclic stress-strain relationship tends to be steeper. Increasing cement content and confining pressure could improve the cyclic strength and cyclic stiffness of RDSEM.

• 한국광물학회지
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• 제15권4호
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• pp.315-327
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• 2002

벤토나이트에 포함된 몬모릴로나이트의 층간에 Al산화물의 기둥(pillar)을 만든 Al-층간가교 점토를 합성하였다. 이 Al-층간가교점토에 대해 XRD, DTA, 화학분석 등을 실시하여 광물학적 특성을 검토하였으며, 그리고 이 가교점토에 대하여 Batch법의 흡착실험을 통하여 인산이온의 흡착성을 검토하였다. X-선 회절분석의 결과, Al-층간가교점토는 상온에서 층간격이 $18.03 \AA$으로 증가되어 나타났고, $550\AA$가열에서도 약 $17\AA$을 나타내어 열적 안정성이 크며, 글리세롤에 의한 층간격의 팽윤은 매우 미약한 것으로 나타났다. 열분석 결과, 이 점토에는 pillar부분에 관련된 물의 탈수에 의한 것으로 보이는 $270^{\circ}C$와 $420^{\circ}C$의 특징적인 흡열반응이 나타났다. Al-층간가교 점토의 인산 이온에 대한 흡착실험의 결과, 몬모릴로나이트는 거의 흡착능력을 보이지 않는데 비하여 월등히 우수한 인산이온($PO_{4}^{3－}$ /)성을 나타냈다. 시료 2 g에 용액 20 mL의 실험에서 300 mg/L 이하의 인산 농도에서는 거의 100%의 흡착효율을 나타냈다. 그리고 인산 이온에 흡착된 시료를 $500^{\circ}C$로 가열한 후 재차 흡착실험을 행한 결과, 역시 매우 높은 흡착효율을 나타냈다. 따라서 Al-층간가교 점토의 인산 이온 흡착에 대한 재활용의 가능성이 큰 것으로 나타났다

• 한국해안·해양공학회논문집
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• 제29권6호
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• pp.315-325
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• 2017

본 연구에서는 콘크리트 부유체 건설에 사용하기 위한 구조용 경량 콘크리트의 최적 배합비를 도출하기 위해 실험적 연구를 수행하였다. 경량콘크리트에 요구되는 설계압축강도 및 단위중량은 동적안정성 해석 및 기존에 건설된 부유식 구조물의 조사결과를 바탕으로 60 MPa, $1,800kg/m^3$로 각각 설정하였으며 슬럼프를 측정하여 워커빌리티를 조사하였다. 실험을 위해 대표적 인공경량골재인 expanded slate, expanded clay, expanded shale을 사용하여 설계조건을 만족할 때까지 콘크리트를 반복 타설하여 최적 배합비를 도출하였다. 콘크리트의 배합에 대하여 NT Build 492, ASTM C 1202와 같은 염소이온 침투 저항성 실험을 실시하였으며 결과분석을 통해 경량콘크리트의 내구성에 미치는 실리카흄과 고로 슬래그 미분말의 영향을 조사하였다. 실험결과, 실리카흄을 시멘트대비 10%로 치환하고 expanded slate 또는 expanded clay를 사용하여 제작한 경량콘크리트가 모든 조건을 만족하였다. 마지막으로 구조용 경량골재의 선정, 경량콘크리트의 제작 및 시공시에 유의할 점에 대하여 설명하였다.

• 폴리머
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• 제35권4호
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• pp.332-336
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• 2011

하이드로젤은 다양한 분야에 적용가능한 그 잠재성으로 인해 널이 연구되어 왔다. 특히 설파이드와 같은 기능성기의 도입은 그들의 응용성을 넓혀왔다. 본 연구에서 점토/아크릴아미드 하이드로젤에 푸코이단을 도입하는 연구를 수행하였다. 얻어진 semi-IPN 나노복합 하이드로젤에서 선형사슬형 다당류인 푸코이단은 점토와 강한 이온 상호작용을 가졌다. 단순한 혼합실험에서도 푸코이단은 점토와 화학결합 없이 물리적 가교를 이룰 수 있었다. Semi-IPN 하이드로젤에서 평형팽윤비율은 푸코이단의 함량이 증가함에 따라 증가하였다. 탄성계수는 푸코이단의 함량이 증가함 따라 초기엔 증가하였고 더 증가하면 감소하였다. 이러한 하이드로젤의 파괴의 일 값은 강인한 성질을 보여주었다. 본 하이드로젤은 조절 가능한 하이드로젤로서의 성질들과 함께 점막접착성 등의 기능성 특징을 나타낼 수 있다.

• 보존과학회지
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• 제18권
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• pp.51-62
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• 2006

강진 무위사의 벽화보존각내에 보존된 벽화를 비파괴진단하기 위해 초음파탐사와 열적외선 조사를 실시하였다. 벽체의 진흙은 gravel 1.78 g, sand 5.39 g, silt 4.91 g, clay 6.26 g 이다. 조사된 8개 벽화의 초음파 속도 평균은 보살도(No.5)<관음보살도(No.5)<보살도(No.14)<주악비천도(No.20)<주악비천도(No.17)<오불도(No.3)<삼존도(No.1)<아미타내영도(No.2)로 순서이고 범위는 $71.63\sim3610.11m/s$, 평균 417.44m/s이며 일축압축강도 $70.34\sim533.28kg/cm^2$, 평균 $84.23kg/cm^2$이다. 신선한 진흙벽체의 초음파 속도는 약 850m/s를 내외하고 800 m/s이하의 속도가 나타나는 곳은 최초 발생한 미세균열이 확장되어 물성이 저하된 것으로 예상된다. 600 m/s내외에서는 한 화면에서 물성저하 또는 물성편차가 현저해 질 수 있다. 400m/s 내외의 속도는 진흙벽체가 서서히 압축되어 견고하게 느껴지나 물성은 취약하며 진흙벽체에 입상분해가 발생하기 쉬운 상태는 200 m/s이하의 속도를 나타내었다.