• Title/Summary/Keyword: 점토 물질

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Organic-Inorganic Hybrid Materials Technology for Gas Barrier (가스 차단을 위한 유.무기 하이브리드 소재기술)

  • Kim, Ki-Seok;Pa가, Soo-Jin
    • Elastomers and Composites
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    • v.46 no.2
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    • pp.112-117
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    • 2011
  • Recently, high growth potential of barrier materials industry including high performance packing materials was expected with increasing the national income and well-being culture. As high barrier materials, polymer nanocomposites have considerable attractions due to their excellent physical properties compared to conventional composite materials. In general, polymer nanocomposites were consisted of polymer matrix and inorganic fillers, such as layered silicate, carbon nanotubes, and metal- or inorganic nanoparticles. Among these materials, layered silicate which was called as the clay was usually used as nano-fillers because of naturally abundant and most economical and structural properties. Clay-reinforced polymer nanocomposites have various advantages, such as high strength, flammability, gas barrier property, abrasion resistance, and low shrinkage and used for automotive and packing materials. Therefore, in this paper, we focused on the need of gas barrier materials and materials-related technologies.

Ultrasonic Engancement of Flow in Clayey Sands (점토질 모래에서의 Ultrasonic을 이용한 투수성의 증진)

  • 이광열
    • Water for future
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    • v.26 no.1
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    • pp.63-69
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    • 1993
  • Remediation technology becomes an issue in environmental engineering. The vibro-recovery technique is one of popular means to remove pollutants from contaminated soils and groundwater. Using Ultrasonic excitation in soil-fluid medium, it was found that removal efficiency in a mechanical effects was significant. In this paper, therefore, laboratory experiments were conducted on clayey sand soil columns using a probe-type ultrasonic processor. Ultrasonic treatment with simultaneous pumping enhances dislodgement of clay particles, and ultrasonic excitation reduced the proportions of finer particles and thus result in increased hydraulic conductivity significantly. Also, the results provided the changes in grain size distribution curve of the soil due to ultrasonic excitation. The results indicated that the maximum size of particles mobilized by Ultrasonic is about 0.004mm and particles in the size range from 0.04mm to 1.0mm were subjected to fracturing. The economic feasibility of Ultrasonic implementation is considered in power requirement of the generator and maintenance of the horn. At a specified amplitude of vibrations, the power requirement of the generator depends on overburden pressure of the horn, temperature and viscosity of fluid in the soil medium. For comparisons, the requirement of a one inch and two inch diameter horn sonicators are compared with the power required for pumping water from different depths.

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Textures, Mineralogy and Genesis of Manganese Nodules on the Blake Plateau, Northwestern Atlantic Ocean (북대서양상(北大西洋上)의 망간단괴(團塊)의 조직(組織), 광물(鍵物) 및 성인(成因))

  • Kim, Soo Jin
    • Economic and Environmental Geology
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    • v.14 no.1
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    • pp.27-33
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    • 1981
  • The manganese nodule from the Blake Plateau consists mainly of microcrystalline to cryptocrystalline todorokite, with minor quartz, clays, carbonates and phillipsite. The nodule in cross section shows concentric layers, core structure, unconformity and fissure-filling structure megascopically, and colloform, fragmental and diagenetic textures microscopically. A new classification of colloform textures which are applicable to any nodule of any source shows that the colloform textures consist of three basic textural units: banded, cuspate and globular. They occur independently or in combination with each other to form various types of textures. The presence of three predominant textural types suggests that there are three different major modes of nodule growth which are controlled by physical and chemical environments.

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Effects of Soil Textures by Soil Addition on the Growth and Quality of Oriental Melon (Cucumis melo L. var. makuwa Mak.) under Protected Cultivation (객토시 토성이 시설참외의 생육과 품질에 미치는 영향)

  • ;;;;Khan Zakaullah
    • Journal of Bio-Environment Control
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    • v.13 no.3
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    • pp.156-161
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    • 2004
  • This study was conducted to investigate the effects of soil amendment with different characteristics on plant growth, fruit yield and quality of oriental melon for continuous cropping under protected cultivation. Humus layers in arable soil was disturbed because soil amendment from hillside to oriental melon field was continued to resolve problems for continuous cropping. Water potential and hardness of soil was decreased in sandy loam with lower clay contents compared with loam and silty clay. Leaf length and area, fresh and dry weight of plant at earlier growing stage were higher, but chlorophyll contents of leaves were dropped in sandy loam compared with silty clay soil. Fruit size and weight was higher in sandy loam, but soluble solid and color of fruit were increased in silty clay. Marketable and unmarketable yield and quantity of fermented fruit were the highest in sandy loam. Hardness and weight of fruit were decreased by longer storage period and soluble solids of fruit was peaked at 5 day after storage, but decreased by prolonged continued storage. Because of these results, soil characteristics of amendment to oriental melon field should be considered as an important factor for quality and yield of oriental melon.

Electrokinetic Extraction of Metals from Marine Sediment (중금속으로 오염된 해양퇴적토의 전기동력학적 정화)

  • Kim, Kyung-Jo;Yoo, Jong-Chan;Yang, Jung-Seok;Baek, Kitae
    • Korean Chemical Engineering Research
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    • v.51 no.6
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    • pp.733-738
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    • 2013
  • Sediment contains a high fraction of organic matter, high buffering capacity, and a large portion of fine grained particles such as silt and clay, which are major barriers to remove heavy metals from sediments. In this study, a lab-scale electrokinetic (EK) technique was applied to remove heavy metals effectively from marine sediment at a constant voltage gradient of 2 V/cm. A concentration of 0.1 M of ethylenediaminetetraacetic acid (EDTA), citric acid (CA), $HNO_3$, and HCl were circulated in the cathode, and tap water was circulated in the anode. CA extracted 92.4% of Ni, 96.1% of Cu, 97.1% of Zn, and 88.1% of Pb from marine sediment. A higher voltage gradient enhanced the transport of citrate and EDTA into the sediment and, therefore, increased metal extraction from the marine sediment through a complexation reaction between metals and the chelates. Based on these results, the electrokinetic process using a high voltage gradient with EDTA and CA might be useful to extract heavy metals from marine sediment.

Origin of Banded $B_t$ Horizons in Sandy Deposits ($B_t$ Band의 형성 과정)

  • 오경섭
    • The Korean Journal of Quaternary Research
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    • v.3 no.1
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    • pp.35-45
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    • 1989
  • In Korean peninsula as well as in Western European Countries, we can find, reddish bands in sandy deposits of various origin. These bands (called "$B_t$ Band"), composed of fine material, are regularly intervalled and parallel to topography. This study is tring to elucidate their origin and associated milieux, with a group of methods and techniques (field survey, micromorphological analysis, granulometry, X-ray diffractometry of clay minerals...). $B_t$ Bands are not sedimentological origin. They were formed by superposition of two type accumulations in the sandy profile, triggered by different mechanisms: 1) accumulation in banded form, concerning silty heterometric material and micas, oweing to cryophoretic forces operating in course of deep freezing of sandy deposits: 2) illuviation of ferrugineous clays in the precedants bands, migrated in chelate state by soil water. The first processes are associated with very cold and humid climate in which freeze soil more than 3m in depth. The second, cold and humid climate in which podzolizattion is generalized. In case of South Korea and Western Europe, these two types of climates are not present circumstance, but Recent Quaternary (probably since the Wurm).the Wurm).

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An Experimental Study on Factors Affecting the Leachability of Cs-137 in Cement Matrix and Leaching Model with Backfill (시멘트 고화체내 Cs-137의 침출능에 영향을 미치는 인자에 대한 실험적 연구와 뒷채움재를 고려한 침출 모델)

  • Park, Jong-Kil;Lee, Kun-Jai
    • Nuclear Engineering and Technology
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    • v.23 no.4
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    • pp.374-386
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    • 1991
  • Various factors affecting the teachability of Cs-137 in cement matrix have been investigated. Factors investigated include such as pressure curing, vibration curing, pressure leaching, the effect of the clay addition, ion-exchange resin(IRN-77) addition, and $CO_2$or air injection. Leaching experiments were conducted by the method recommended by IAEA. To analyze the experimental results, pore structure analysis of cement matrices was carried out by BET method. Cement matrices may not contact directly with underground water in real repository, since the surroundings of disposed drums are filled with backfill. Thus, the effect of backfill to the teachability has been investigated. The well-known diffusion theory was utilized to predict long term leach rate and cumulative fraction leached of Cs-137 or non-radioactive species.

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Blockfields of Seoraksan National Park: Age and Origin (설악산 국립공원 지역 아고산대의 암괴원의 기원과 연대에 관한 고찰)

  • Kyeong Park
    • Journal of the Korean Geographical Society
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    • v.38 no.6
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    • pp.922-934
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    • 2003
  • On top of several peaks of Seoraksan National Park. many extensive blockfields are found. After initial report was made in year 2000, further field work and analysis of satellite image have been made. Blockfields on top of mountain peaks exhibit evidence of chemical weathering including gnammas and grooves. Also, several lichen colonies larger than 80 cm in diameter have been found on the surface of many blocks. High resolution IKONOS image has been used to delineate the boundary of blockfields which are hard to access during the field trip. Blockfields of Mt. Seoraksan lack fine material necessary for age dating and clay mineral analysis because they experienced long period of wash and erosion during the Holocene. The ages of blockfields seem to be pre-Holocene on the basis of size of lichen colony and weathering pits.

The Geomorphic Changes of Sand-Beach Coasts by Human Impact in Byeonsan Peninsula, Southwest Korea (인간간섭에 따른 변산반도 사빈해안의 지형변화)

  • CHOI, Hoon;LEE, Min-Boo
    • Journal of The Geomorphological Association of Korea
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    • v.19 no.3
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    • pp.83-96
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    • 2012
  • The origins of beaches at Byeonsan Peninsular, as a pocket type, are classified to a sand barrier type and wave-cut type. The beaches had developed by the deposition of the silt and clay layers on the 10m height from sea level in the inner bay during climax era of postglacial transgression. At that time, some sands had blown toward the inland hills to form aeolian deposits. After postglacial sea-level stabilization, sometimes, there has been the negative budget of beach materials. Recently, beaches have been transformed by human impact such as construction of Saemangeum sea-wall, especially in the Byeonsan and Gosapo beaches being close to the sea-wall. So the speed of tidal currents become slower and comparatively depositoinal activity stronger. And the level of chemical weathering has been higher. In Byeonsan beach, the ratio of coarse sand decreased with higher ratio of finer materials and by beach erosion dissected runnels developed, running parallel to the coastline. In Gosapo beach, supply of suspended materials are increased through the Garyeok drainage gate, the sands tend to be finer.

Prediction and Assessment on Consolidation Settlement for Soft Ground by Hydraulic Fill (준설매립 연약지반에 대한 압밀침하 예측 및 평가)

  • Jeon, Je-Sung;Koo, Ja-Kap;Oh, Jeong-Tae
    • Journal of the Korean Geotechnical Society
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    • v.24 no.9
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    • pp.33-40
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    • 2008
  • This paper describes the performance of ground improvement project using prefabricated vertical drains of condition, in which approximately 10m dredged fill overlies original soft foundation layer in the coastal area composed of soft marine clay with high water content and high compressibility. From field monitoring results, excessive ground settlement compared with predicted settlement in design stage developed during the following one year. In order to predict the final consolidation behavior, recalculation of consolidation settlements and back analysis using observed settlements were conducted. Field monitoring results of surface settlements were evaluated, and then corrected because large shear deformation occurred by construction events in the early stages of consolidation. To predict the consolidation behavior, material functions and in-situ conditions from laboratory consolidation test were re-analyzed. Using these results, height of additional embankment is estimated to satisfy residual settlement limit and maintain an adequate ground elevation. The recalculated time-settlement curve has been compared with field monitoring results after additional surcharge was applied. It might be used for verification of recalculated results.