• Title/Summary/Keyword: 비저항성

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A Study on the Correlation Between Electrical Resistivity and Rock Classification (전기비저항과 암반분류의 상관관계에 대한 고찰)

  • Kwon, Hyoung-Seok;Hwang, Se-Ho;Baek, Hwan-Jo;Kim, Ki-Seog
    • Geophysics and Geophysical Exploration
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    • v.11 no.4
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    • pp.350-360
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    • 2008
  • Electrical resistivity is one of physical property of the earth and measured by electrical resistivity survey, electrical resistivity logging and laboratory test. Recently, electrical resistivity is widely used in determination of rock quality in support pattern design of road and railway tunnel construction sites. To get more reliable rock quality data from electrical resistivity, it needs a lot of test and study on correlation of resistivity and rock quality. Firstly, we did rock property test in laboratory, such as P wave velocity, Young's modulus, uniaxial compressive strength (UCS) and electrical resistivity. We correlate each test results and we found out that electrical resistivity has highly related to P wave velocity, Young's modulus and UCS. Next, we accomplished electrical resistivity survey in field site and carried out electrical resistivity logging at in-situ area. We also performed rock classification, such as RQD, RMR and Q-system and we correlate electrical resistivity to RMR data. We found out that electrical resistivity logging data are highly correlate to RMR. Also we found out that electrical resistivity survey data are lower than electrical resistivity logging data when there are faults or fractures. And it cause electrical resistivity survey data to lowly correlate to RMR.

Analysis of Geophysical and Geotechnical SPT Data for the Safety Evaluation of Fill Dam (필댐 안정성 평가를 위한 물리탐사와 SPT 자료의 분석)

  • Oh, Seok-hoon;Sun, Chang-Guk
    • Journal of the Korean Geophysical Society
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    • v.7 no.3
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    • pp.171-183
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    • 2004
  • Electrical resistivity survey is widely used to investigate the stability of center-core type fill dam against the seepage phenomenon. In this study, we analyze the resistivity information obtained on a earth fill dam and compare it with the geotechnical SPT result. The analysis shows that the zones showing low resistivity value generally have low N value. However, some zones with high resistivity pattern do not accompany the increase of N value, and even showing low N value. These results imply that the direct identification of resistivity value to the real status of the core material of fill dam is impossible, and a highly resistive zone may be in serious status due to the effect increasing the resistivity value by the piping condition. Therefore, multiple exploration should be planned to reduce the uncertainty in application of geophysical methods to dam safety evaluation.

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Analyses of Apparent Resistivity Responses from Near-Surface Cavities (지하천부의 공동에 의한 외견 비저항의 해석)

  • Kim, Hee Joon
    • Economic and Environmental Geology
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    • v.17 no.2
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    • pp.101-107
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    • 1984
  • This paper describes dipole-dipole apparent resistivity responses from near-surface cavities in otherwise homogeneous earth materials. In applying the dipole-dipole resistivity method to the problem of locating and delineating subsurface cavities, it is important to know apparent resistivity responses not only for conductive bodies but also for resistive ones. Dipole-dipole apparent resistivities for these bodies are calculated by the numerical modeling technique using an integral equation solution. The magnitude and pattern of apparent resistivity is highly dependent on the ratio of body resistivity to background resistivity. In conductive bodies, the largest anomaly of apparent resistivity appears at the outside of the body. In resistive bodies, however, the position of the largest anomaly coincides with the location of the body. The field results gathered at Okinawa, Japan in 1978 showed that peak anomalies occurred at the locations of air-filled cavities.

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A study on induced polarization characteristics of sand and clay for alluvium investigation (충적층 조사를 위한 모래와 점토의 유도분극 특성 고찰)

  • Choi, Sang-Hyuk;Kim, Hyoung-Soo;Kim, Ji-Soo
    • 한국지구물리탐사학회:학술대회논문집
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    • 2008.10a
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    • pp.179-184
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    • 2008
  • Silt or clay alluvium fully saturated with water generally shows low resistivity. Sometimes it is believe that the low resistivity layer is considered as good aquifer but this makes problems in the development of groundwater. To overcome this problem, we adopted induced-polarization(IP) method with resistivity method. Laboratory experiments and resistivity/IP field surveys with non-polarization electrodes were conducted for the study. Laboratory experiments shows that the increase of clay contents in the sample mixed with sand and clay give low resistivity and high chargeability. We used this experiment results in the interpretation of resistivity/IP field data which were obtained in riverbank filtration. Finally, the layer which has low resistivity and chargeabilty would be regarded as a good aquifer for the development of groundwater intake.

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Levels of Resistance and Fitness in Glufosinate-ammonium-Resistant Transgenic Rice Plants (Glufosinate-ammonium 저항성 형질전환벼의 저항성 수준과 적응성에 관한 연구)

  • Yun, Young Beom;Kuk, Yong In
    • Weed & Turfgrass Science
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    • v.1 no.4
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    • pp.50-56
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    • 2012
  • The objectives of this research were to quantify resistance levels of transgenic rice expressing the bar gene to glutamine synthetase (GS)-inhibiting, and methionine sulfoximine and photosynthesis-inhibiting herbicide, paraquat, and compare the ammonium accumulation, chilling injury, and yield between transgenic and non-transgenic rice. The transgenic rice lines were 45-96-fold more resistant to glufosinate-ammonium than non-transgenic rice. The transgenic rice lines were also 18-fold more resistant to methionine sulfoximine, but was not resistant to paraquat, which has different target site. Glufosinate-ammonium increased the ammonium accumulation in leaves of non-transgenic rice plants, but had minimal or no effect on leaves of transgenic lines. The transgenic lines except for 258, 411, 607 and 608 were more susceptible during chilling and recovery than non-transgenic rice plants. The yield of transgenic lines 142, 144, 258 and 608 was similar or higher than that of non-transgenic rice in pot conditions.

충적층하부 대규모 파쇄대의 파악을 위한 물리탐사

  • 황학수;문창규;박윤성;염병우
    • Proceedings of the KSEG Conference
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    • 2002.04a
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    • pp.285-290
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    • 2002
  • 조사지역은 전라남도 함평군 함평읍으로부터 남쪽으로 엄다면 화양리, 학야리, 성천리 일대에 발달한 충적층으로서. 이 지역에는 남서-북동방향으로 광주단층이 통과하고 있는 것으로 추정된다. 충적층 하부에 발달한 단층을 포함한 대규모 파쇄대 파악에는 지표지질조사로서 한계가 있다. 따라서 이 연구에서는 물리탐사방법을 적용하여 충적층 하부의 대규모 파쇄대의 방향과 연장성을 파악하고자 하였으며, 사용된 물리탐사법은 전기비저항 2차원탐사, 전자탐사 그리고 자력탐사이다. 전기비저항 탐사결과 충적층 내에서 남북방향의 연장성을 갖는 전기비저항 이상대가 파악되었으나, 자력탐사와 전자탐사의 측정자료에는 이 이상대에대한 반응을 관찰할 수 없었다. 이는 전자탐사의 경우, 가탐심도가 매우 작은 EM31을 사용하였고, 또한 자력탐사는 주변 지질매체 간의 대자율 차이가 없는 것에 기인한 것으로 판단된다. 따라서 향후 지하심부의 탐사를 위해 전자탐사법중 TEM 탐사를 실시할 계획이며, 또한 낮은 전기비저항 이상대의 연장성을 정확히 파악하기 위하여 기 측정된 전기비저항 탐사 측선 사이를 탐사할 예정이다.

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Screening Resistant Red Pepper Varieties to Meloidogyne hapla and their Resistance Mechanisms (당근뿌리혹선충(Meloidogyne hapla)에 대한 저항성고추 선발 및 저항성기작 연구)

  • 한상찬;김용균
    • Korean journal of applied entomology
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    • v.36 no.2
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    • pp.185-191
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    • 1997
  • One hundred seventy five red pepper varieties were bioassayed for selecting resistant varieties to northern rootknot nematode, Meloidogyne hapla. Fifteen native varieties (IT 102794, 104806, 105516, etc) and two imported varieties were proved to be resistant while the currently cultivated varieties such as Hongtap, Kangsan, Hongsil, and Bookang were moderately resistant to the nematodes. Resistant varieties resulted in less nematode infection and development than did the susceptibles. Roots of the resistant strains had significantly higher esterase and peroxidase activities than did those of the susceptibles.

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Giant Magnetoresistance Materials (거대자기저항 재료)

  • 이성래
    • Journal of the Korean Magnetics Society
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    • v.5 no.3
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    • pp.222-232
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    • 1995
  • 자기저항이란 외부 자기장에 의해 재료의 전기저항이 변화되는 현상을 일컫는다. Au와 같은 비자성도체 및 반도체 재료의 경우 외부에서 자기장이 가해지면 전도 전자가 Lorentz 힘을 받아 궤적이 변하므로 저항이 변화한다. 이러한 저항 변화 를 정상 자기저항(Ordinary Magnetoresistance, OMR)이라 하며 일반적으로 상당히 작은 저항의 변화를 나타낸다. 강자성도체 재료에서는 정상 자기저항 효과 외에도 부가적인 효과가 생긴다. 이는 스핀-궤도 결합에 기인한 효과로써 자기 저항은 강자성체의 자화용이축, 외부자계와 잔류간의 각도에 의존하며 이방성 자기저항(Anisotropic Magnetoresistance, AMR)이라 한다. AMR 비(%)는 일반적 으로 다음과 같이 정의된다. 즉 ${\Delta}{\rho}_{AMR}/{\rho}_{ave}=(\rho_{\|}-\rho_{T})/{\rho}_{ave}$로 여기서 $\rho_{\|}$는 자기장의 방향이 전류의 방향과 같을 때의 비저항 이고 $\rho_{T}$는 서로 수직일 때이며 ${\rho}_{ave}=(\rho_{\|}-\rho_{T})/3$이다. 기존의 MR 센서나 자기재생헤드(magnetic read head)에 사용되는 퍼머로이계 합금의 AMR 비는 상온에서 약 2% 정도의 저항변화를 보인다.

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Bending Stress에 따른 Ag 및 Al 금속전극의 저항 변화에 관한 연구

  • Go, Seon-Uk;Kim, Hyeon-Gi;Choe, Byeong-Deok
    • Proceedings of the Korean Vacuum Society Conference
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    • 2014.02a
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    • pp.332.2-332.2
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    • 2014
  • OLED 소자가 소형화됨에 따라 Flexible display를 넘어 Foldable display를 연구 중이며 동시에 신뢰성 및 수명이 중요시 되고 있다. 따라서 본 연구에서는 신뢰성 및 수명 평가에 대한 한 가지 방법으로 Bending test를 이용하여 소자의 Resistivity 변화를 측정하여 소자의 신뢰성을 확인 하여 보았다. Flexible substrate위에 Ag와 Al을 Cross bridge structure로 각각 증착한 후 bending 시간에 따른 Sheet resistance (Rsh)와 Resistivity (비저항)을 분석 하였다. 100시간 동안의 bending test결과 Ag전극의 Rsh는 $0.104{\Omega}$에서 $0.098{\Omega}$으로 5.67% 감소하였고 비저항은 5.70% 감소하였다. Al전극의 Rsh는 $0.091{\Omega}$에서 $0.063{\Omega}$으로 30.4% 감소하였고 비저항은 30.3% 감소하였다. Foldable에서는 저항 변화가 크게 되면 접히는 부분의 흐르는 전류가 많아지게 되어 소자의 저하를 발생시킨다. 저항변화가 거의 없다는 것은 물질의 안정성이 좋다고 할 수 있다. 실험 결과 Ag의 저항 변화가 Al보다 작으므로 Ag가 Flexible 관련 물질로 더 유용하다는 것을 확인 할 수 있다.

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The Safety Assessment of Embankment by Three Dimensional Electrical DC Modeling (3차원 전기비저항 모델링을 통한 제체의 안정성 분석 연구)

  • Oh, Seok-Hoon
    • Journal of the Korean earth science society
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    • v.29 no.6
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    • pp.447-453
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    • 2008
  • Recently, the electrical DC survey has frequently been performed to assess the safety of embankment. This study showed that the damaged section of embankment could be appropriately detected by the survey only when the three dimensional effect was correctly considered. The shape of the three dimensional embankment was numerically implemented, and a proper modeling was performed to confirm the effect by analyzing the apparent and inverted true resistivity. Then, the field work was carried out. The three dimensional interpretation distinguished the erroneous weak zones from the geometrical artifact, and the embankment was ensured as safe both by the additional survey performed in rainy season and the partial excavation for direct observation.