• Title/Summary/Keyword: 팽윤성 점토

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Longevity Issues in Swelling Clay as a Buffer Material for a HLW Repository (고준위폐기물처분장 완충재물질로서 팽윤성 점토의 장기건전성과 주요 고려사항)

  • Lee, Jae-Owan;Cho, Won-Jin
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.6 no.1
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    • pp.55-63
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    • 2008
  • A swelling clay should remain physically and chemically stable for a long time to perform its functions as a buffer material of a high-level waste (HLW) repository. The longevity issues in the swelling clay were reviewed to evaluate their importance in the performance of a repository. The review results suggest that an elevated temperature due to decay heat, groundwater chemistry, high pH environment by concrete, organic matter and microbes, radiation, and mechanical disturbance might significantly affect the long-term performance of a swelling clay as a buffer material. This paper will be used as basic informations to design the swelling clay buffer for a HLW repository.

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열수변질 점토맥과 산사태

  • Jo, Hwan-Ju;Jeong, Gyeong-Mun;Jo, Ho-Yeong
    • Mineral and Industry
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    • v.29
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    • pp.56-66
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    • 2016
  • In Korea, where hydrothermal alteration zones are widely distributed, clay veins formed by hydrothermal alteration processes on natural slopes or artificial slopes can play an important role in the slope stability. When the surface water infiltrates the ground where the clay vein exists, the pore water pressure in the ground can be locally increased due to impermeable properties of clay minerals. Infiltration of the surface water induces the increase in the pore water pressure, which can cause erosion of the fine clay particles. The eroded clay particles flow and deposit in an area where the flow velocity is slowed down. Where clay minerals are deposited, ground water can leak due to an increase in local pore pressures, which can cause slope failure. In this paper, studies related to hydrothermal clay vein and landslide are introduced.

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A Study on Geology and Clay Minerals of the Landslide Area in the Munhyun-dong, Nam-gu, Pusan (부산시 남구 문현동 산사태 지역의 지질 및 점토광물에 대한 연구)

  • 황진연;김선경;김춘식
    • Journal of the Korean Geotechnical Society
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    • v.15 no.1
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    • pp.113-125
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    • 1999
  • In this study the occurrence and mineralogical characteristics of clay minerals from the Munhyun-dong landslide area in Pusan city were examined by XRD, SEM, and chemical analyses. Several types of clay minerals such as halloysite, vermiculite, mica/vermiculite interstratified mineral, vermiculite/smectite interstratified mineral, kaolinite and illite are found abundantly in the area. The occurrence of clay minerals suggest that they have been formed by weathering of andesite which is the bedrock of the area. It is believed that halloysite was formed in the early stage of weathering, and vermiculite, mica/vermiculite interstratified mineral and mica/vermiculite interstratified mineral were formed in the middle stage, and finally, kaolinite was formed. The clay minerals occurring in the central part of the landsliding area and within the slip surface are dominated by expandable minerals such as halloysite, vermiculite and vermiculite/smectite interstratified mineral. These clay minerals expand by absorbing water and effectively decrease the shear resistance of the rock mass, and therefore, they could be an important factor for the landslide. The analyses of geology and mineralogical characteristics of the area suggest that the landslide was caused by combination of various factors including steep slope, heavy rainfall, abundant joints, alteration of the rocks, and occurrence of expandable clay minerals. The result of this study suggests that the investigation for the prevention of possible landslide must include the examination of clay mineralogy as well as the site geology.

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Assessment of Hydraulic Properties of Bentonite Swelling Agents by Blending with Additives (첨가제 혼합에 의한 벤토나이트 팽윤재의 수리학적 특성평가)

  • Jeon, Han-Yong;Park, Yeoung-Mog;Mok, Mun-Sung
    • Journal of the Korean Geosynthetics Society
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    • v.1 no.1
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    • pp.43-51
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    • 2002
  • In this study, free swell index of betonite was examined in several regeants; distilled water, leachate, seawater and 3% NaCl solution. Free swell index values of bontonite to be added Poly(acrlylic acid), PYA(Polyvinyl Alcohol) or SCMC (Sodium Carboxymethyl Cellulose) were evaluated and compared. From this, it was confirmed that hydraulic conductivities of GCL in seawater were examined and the hydraulic conductivities of GCL in seawater were compared to those in distilled water. The average values of free swell indices of bentonite were decreased in order of distilled water>leachate>seawater. It was shown that no significant differences were occurred for free swell index between seawater and 3% NaCl solution. For bentonite to be added PVA, the other reagents except distilled water didn't affect increase of swelling. Swelling properties of bentonite to be added SCMC were improved except 3% NaCl solution.

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Slope Stability Analysis of Waste Landfill by Centrifuge Model Test (원심모형실험을 통한 폐기물 매립장의 사면안정성 평가)

  • Shin, Eun-Chul;Oh, Young-In;Heo, Yol
    • Journal of the Korean Geotechnical Society
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    • v.16 no.2
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    • pp.145-154
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    • 2000
  • 오늘날 폐기물 매립장의 구조적 안정성문제는 국내.외적으로 중요한 문제로 대두되고 있으며, 특히, 사면의 차수체계에서의 안정성에 대한 논란이 사회적 문제로 대두되고 있다. 또한, 우리 나라는 주민들의 NIMBY 현상과 국토의 효율적 활용을 위하여, 폐기물 매립장을 해안매립지나 산간지방에 많이 건설하고 있다. 그러나, 이러한 경우 사면구배가 급해지고 토목섬유의 활용이 불가피해져 안정성에 많은 문제점을 내포하게 된다. 이 연구는 폐기물 매립장 사면의 안정성을 해석하기 위하여, 원심모형실험을 실시하였다. 또한, 이론식 및 사면안정 해석 프로그램을 이용하여 안전을 산정하였다. 이 연구에 사용한 토목섬유 점토차수재(GCLs)의 팽윤도는 침출수와 증류수의 투과수에 대하여 22~25%의 팽윤도를 보였으며, 투수계수는 투과수가 침출수일 경우, 1.47$\times$10-10cm/sec, 증류수일 경우, 8.75$\times$10-11cm/sec의 값을 나타내었다. 원심모형실험 결과, 토목섬유 점토차수재의 포화여부와 지오멤브레인(HDPE)의 표면거칠기에 따라 사면 안전율이 각각 변화함을 알 수 있었으며, 표면이 거친 지오멤브레인과 건조한 토목섬유 점토차수재를 사용하였을 때, 파괴가 발생되지 않아 사면안정성이 높은 것으로 평가되었다. 또한, 이론에 의해 도출된 사면의 안전율과 사면안정 해석프로그램에 의한 안전율 계산 시, 전자의 경우가 후자의 경우보다 작게 평가됨을 알 수 있다.

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The Study on the Landslide Occurred in the Nongong Area in Dalseong-gun, Kyeongbuk (경상북도 달성군 논공면 일원에서 발생된 산사태의 원인)

  • 황진연;김종열;김재영
    • The Journal of Engineering Geology
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    • v.5 no.3
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    • pp.249-258
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    • 1995
  • The landslide occurred in the Nongong area of Dalseong - gun, Kyeongbuk, is described and analysed in terms of structural geology and clay mineralogy to understand the causes of the landslide. The result of the analyses shows that the slip direction and the scale of the landslide of the study area were controlled by the attitude of the major discontinuity planes m the area such as joints, faults and dikes. In addition, the surface of the slip planes of the landslide is composed of clay minerals, which are mostly tri - octahedral vermiculite and smectite. From this study it can be concluded that the presence of expandable clay minerals within the bedding joints and fracture zones in bed rock played an important role in causing the landslide of the study area.

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Synthesis and Characteristics of Organo-Layered Silicate as an Filler of Polymeric Nanocomposites from $delta-Na_2Si_2O_5$ ($delta-Na_2Si_2O_5$ 로부터 고분자 나노복합 소재용 유기 층상 실리케이트 합성 및 특성)

  • 김윤섭;고형신
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2003.03a
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    • pp.226-226
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    • 2003
  • 일반적으로, 고분자 매트릭스에 층상 점토광물이 분산되어 얻어지는 복합재료는 세가지 형태를 이룬다. 첫째 통상의 복합재료는 고분자 매트릭스 내에 점토입자가 고루게 분산된 상태를 말하며, 둘째 점토 층 사이에 고분자 모노머나 올리고머가 일부분 삽입된 삽입형 복합재료(intercalated composite)이며, 셋째 점토 층 사이에 삽입된 모노머나 올리고머의 경화 또는 중합반응을 통해 점토내의 한층 한층 균일하게 매트릭스 내에 분산된 박리형 나노복합소재(exfoliated nanocomposite) 이다. 이들 복합재료들 중 박리형 나노복합소재는 적은 양의 점토가 단위 층으로 고분자 매트릭스에 완전히 분산되어 다양한 물성의 향상이 기대되는 재료이다. 따라서 최근 고분자의 기계적 강도, 팽윤 저항성 그리고 차폐특성 둥 전반적인 물성을 향상시키는 방법으로 층상 점토광물의 층 사이에 다양한 유기물을 삽입하여 층간거리를 확장시킨 유기 점토광물을 제조하고 이를 고분자 소재에 첨가하여 박리형 나노복합소재를 제조하는 방법이 많은 연구가 수행되고 있다.

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The Rheological Characteristics of Wyoming Bentonite: Role of Salinity (와이오밍 벤토나이트의 유변학적 특성: 염분농도의 역할)

  • Jeong, Sueng-Won
    • Journal of the Korean Geotechnical Society
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    • v.27 no.10
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    • pp.81-92
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    • 2011
  • The rheological properties of Wyoming bentonites are strongly influenced by the size of particles, cation exchangeable capacity, arrangement and morphology of clay mineral. This paper presents the results of rheological investigations on the Wyoming bentonites aqueous dispersions: two types of particle flocculation were considered. For the Wyoming bentonite, 0g/L and 30g/L NaCl equivalent salinity were added in fresh and salt water to examine the rheological behavior. This paper examined the general rheological characteristics, compatibility of rheological models and correlation between soil structure and change in rheological properties of Wyoming bentonite caused by increasing salinity. From flow curves of bentonites hydrated with fresh water and salt water, the observed general flow behavior is very close to shear thinning with yield stress (or ideal Bingham fluid with yield stress and plastic viscosity). However, the change of shear stress at the same shear rate is clear, particularly for lower shear rate. Well-known rheological models are used to fit the data. There is a good agreement between rheological model and data: Carreau, Herschel-Bulkley and power-law for S=0g/L and bilinear, Herschel-Bulkley and power-law for S=30g/L. It may be due to the fact that the internal structural bonding (strong modification of particle-particle interactions from edge-to-edge and/or edge-to-face to face-to-face) in soil matrix is affected from the evolution of rheological properties with different salinities.

Preparation of Heat-resistance Waterborne Coating Containing Synthetic Hectorite Clay (합성헥토라이트 점토를 함유한 내열성 수성코팅제의 제조)

  • 이석기;이병교
    • Journal of the Korean Ceramic Society
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    • v.38 no.2
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    • pp.122-127
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    • 2001
  • 수열법으로 합성한 헥토라이트 점토(SHC), 아크릴 라텍스 및 코팅첨가제들을 배합하여 성분이 다른 수성코팅제(WBC-0, WBC-1, WBC-2) 3종류를 제조하였다. 제조한 수성코팅제(WBC)의 pH, 용액점도 및 고형분을 조사하였고, 전단력에 따른 유동성을 레오메타로 측정하였다. 또한 WBC로부터 주조된 필름의 열안정성과 투명성을 각각 TGA와 UV-VIS 분광광도계로 조사하였다. SHC가 8 phr 포함된 WBC-2는 전단력에 따라 졸과 겔의 상전이 현상, 즉 요변성을 나타내었으며 이로 인해 저장안정성이 우수하였다. 주조한 WBC-1과 WBC-2 필름의 초기분해온도와 투명성은 시판 WBC(OP-55W)의 필름보다 각각 99.6~110.2$^{\circ}C$와 20.9~21.7%의 범위로 증가하였다. 결과적으로, SHC가 함유된 WBC는 수팽윤성 점토에 의해 내열성과 용액점도의 증대효과가 나타났다.

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