• 지구물리와물리탐사
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• 제10권4호
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• pp.369-376
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• 2007

해수침투가 우려되는 해안지역의 소유역에 설치된 모니터링용 관측정을 이용하여 전기비저항 토모그래피 탐사를 수행하였다. 전기비저항 탐사는 지하 매질의 전기비저항 분포를 통해 지반상태 및 층서구조 등을 밝히는 효과적인 방법이지만, 매질의 전기전도도가 매우 높은 해안지역에서는 신호대 잡음비가 가장 높은 배열법을 사용하는 경우에도 관측정 주변의 전기비저항 특성 파악이 힘들다. 따라서 본 연구에서는 해수침투 관측을 목적으로 설치된 해안지역의 서로 다른 두 곳의 관측정 주변 대수층에 대하여, 신호대 잡음비가 낮아 시추공 주변의 대수층 특성 파악이 어려운 지표 전기비저항 탐사의 한계를 극복하기 위하여 시추공-지표간 전기비저항 토모그래피 탐사를 수행하였다. 탐사자료를 이용한 역산 결과는 각 시추공의 시추 주상도, 전기전도도 검층 및 노말 전기비저항 검층 자료를 이용하여 시추공 주변의 파쇄구간과 비교하여 검증하였다. 또한 이들 중 한 곳의 관측정 주변 대수층에 대하여는, 동일한 탐사 방법을 이용하여 간조와 만조시에 각각 탐사를 실시하였다. 탐사 결과 관측정 주변 대수층에 대하여 높은 해상도의 전기비저항 분포 단면을 획득할 수 있었으며, 조석에 의한 대수층을 통한 해수침투와 관련된 수리특성 파악이 가능함을 확인하였다. 따라서 본 연구에서 사용된 시추공-지표간 전기비저항 토모그래피 탐사 결과를 시추 주상도, 전기전도도 검층 및 노말 전기비저항 검층 결과와 함께 분석하는 경우, 해안지역의 관측정 및 그 주변 대수층의 수리지질 구조를 효과적으로 파악할 수 있는 것으로 나타났다.

• 한국환경농학회지
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• 제17권1호
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• pp.59-64
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• 1998

The environmental problem of the rural area has been accelerated in soil as well as water. Soil contamination is usually caused by improper operation of landfills, abandoned mine fields, accidental spills, and illegal dumpings. Once soil contamination is initiated, pollutants migrate and may cause groundwater contamination which takes much effort for remediation. Early detection, therefore, is important to prevent further contamination. Electrical resistivity method was used to detect soil contamination, but it was not effective to the heterogeneous condition. Static cone penetrometer test (CPT) has been used widely to investigate geotechnical properties of the underground. In this study, electrical resistivity method and CPT are combined to improve the applicability of it. The pilot test was performed to examine the variation of electrical resistivity with different soil minerals and pore fluid characteristics. Soil samples used were poorly graded sand, silty sandy soil, and weathered granite soil. For all the cases, electrical resistivity decreased with increasing of moisture content. Soil mineral also affected the electrical resistivity significantly. Above all, leachate addition in the pore fluid was very sensitive and caused decreasing of electrical resistivity markedly. It implies that electrical resistivity method can be applied to investigate pollutant plume effectively. This is specially sure when the sensors contact the contaminated soils directly. The CPT method involves cone penetration to the ground, therefore, underground contamination around the cone could be investigated effectively even for heterogeneous condition as it penetrates if electrical resistivity sensors are attached on the cone.

• 한국구조물진단유지관리공학회 논문집
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• 제22권6호
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• pp.164-169
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• 2018

본 연구에서는 전기비저항에 대한 실험실 레벨의 측정에서 실험체 크기가 겉보기 비저항에 미치는 영향에 대해 검토하였다. 실험은 실험체의 측변과 높이가 다른 실험체를 제작하여 겉보기 비저항을 측정하였다. 실험결과, 실험체의 측변과 높이이 작을수록 겉보기 비저항이 크게 나타났다. 또한 전기비저항 측정에 미치는 실험체 크기의 영향은 선형적으로 나타나지 않음을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.847-854
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• 2004

The resistivity of soils depends on grains size, porosity, water saturation, pore fluid resistivity, caly contents and son on. It is very important to understand the relationship between resistivity and such physical properties of soils, in order to interpret and evaluate ground conditions by using resistivity data obtained from electrical resistivity prospecting. In this paper, to study the relationship between resistivity and physical properties of soils, the resistivity of glass beads and compacted soil samples both in saturated and unsaturated conditions is measured. As the results, the resistivity of saturated soils depends mainly on porosity and clay contents, while that of unsaturated soils is sensitive to compaction conditions, and decreases with increasing water content until the optimum water condition, that is the maximum dry density. But, the relationship between resistivity and water saturation for soils is unique, being independent of compaction energy. Also, the resistivity ratio decrease with increasing water saturation, followed by no significant change of resistivity ratio over 80 percent of water saturation (the optimum water content).

• Geomechanics and Engineering
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• 제24권1호
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• pp.1-14
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• 2021

In this study, a new approach using electrical resistivity measurement was proposed to detect grout penetration and to evaluate the grouting performance for such as waterproof efficiency in single rock fracture. For this purpose, an electrical resistivity monitoring system was designed to collect multi-channel data in real time. This was applied to a system for grout injection/penetration using a transparent fracture replica with various aperture sizes and water-cement mix ratio. The electrical resistivity was measured under various grout penetration conditions in real time, which results were directly compared to the visual observation images of grout penetration/distribution. Moreover, the grouting success status after the curing process was evaluated by measuring the electrical resistivity in relation to changes in frequency in fracture cells where grout injection and penetration were completed. Consequently, it was determined that the electrical resistivity monitoring system could be applied effectively to the detection of successful penetration of grouting into a target area and to actual field evaluation of the grouting performance and long-term stability of underground rock structures.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1997년도 하계학술대회 논문집 C
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• pp.1336-1338
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• 1997

Relations between the composites of SiC-$ZrB_2$ electro-conductive ceramic composites and their electrical resistivity, as well as their temperature, were investigated. The electrical resistivity of hot-pressed composites was measured by the Pauw method in the temperature of RT to $100^{\circ}C$. The electrical resistivity of the composites follow the electrical conduction model for a homogenous mixture of two kinds of particles with different conductivity. Also the electrical resistivity versus temperature curves indicate the formation of local chains of $ZrB_2$ particles. In the case of SiC-$ZrB_2$ composites containing above 30Vol.% $ZrB_2$ showed PTCR, whereas the electrical resistivity of SiC-15Vol.% $ZrB_2$ showed NTCR.

• 한국지반공학회논문집
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• 제30권10호
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• pp.19-31
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• 2014

원심모형실험 중 지반모형의 상태 변화를 입체적으로 파악하기 위한 방법으로 전기비저항 탐사를 시도하였다. 탐사 시스템은 현장에서 널리 사용되는 검증된 상용 장비를 바탕으로 하였다. 컴퓨터 원격 조정으로 실험 시설 내에 설치된 탐사 장비를 통제하고 실시간 해석을 통해 결과 영상을 원심 모형실험 중에 바로 확인할 수 있도록 구성하였다. 구축된 탐사 시스템의 안정적 구동 여부를 점검하기 위해 불포화상태로 조성된 모형 지반 상단에 염수를 떨어뜨려 지반 내부로 이동하게 하고 전기비저항 탐사를 수행하였다. 10g로 원심력을 가한 상태에서 실험을 수행하고 시간대별 염수 침투상황을 전기비저항 영상으로 확인하였으며 일반 중력장에서 동일하게 실험한 결과와 비교하였다. 실험 종료 뒤 모형지반 수직 절단면을 이용하여 직접 측정한 전기비저항 값과 획득한 영상을 비교함으로써 신뢰성을 검증하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.265-272
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• 2003

In this study, the rock mass classification results from the face mapping and the resistivity inversion data are compared and analyzed for the reliability investigation of the determination of the rock support type based on the surface electrical survey. To get the quantitative correlation, rock engineering indices such as RCR(rock condition rating), N(Rock mass number), Q-system based on RMR(rock mass rating) are calculated. Kriging method as a post processing technique for global optimization is used to improve its resolution. The result of correlation analysis shows that the geological condition estimated from 2D electrical resistivity survey is coincident globally with the trend of rock type except for a few local areas. The correlation between the results of 3D electrical resistivity survey and the rock mass classification turns out to be very high. It can be concluded that 3D electrical resistivity survey is powerful to set up the reliable rock support type.

• 조명전기설비학회논문지
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• 제28권6호
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• pp.68-74
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• 2014

The electrical parameters of soils are highly dependent on the various factors such as types of soil, chemical compositions, moisture content, temperature, frequency, and so on. The analysis of soil parameters is of fundamental importance in design of grounding systems. In this paper, we present the experimental results of frequency-dependent impedance, resistivity, permittivity of soils as functions of types of soil and moisture content. The impedance and resistivity of soils are decreased as the moisture content and the frequency increase. In particular, the variation of the soil resistivity with the frequency is pronounced in the conditions of high resistivity and low moisture content. On the contrary, the permittivity of soils are sharply decreased with increasing the frequency below 10kHz and the frequency-dependent permittivity of soils are highly changed in the conditions of high moisture and low resistivity.

• 한국구조물진단유지관리공학회 논문집
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• 제17권6호
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• pp.122-129
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• 2013

콘크리트의 전기저항은 염소이온 확산계수와 비교하여 빠르고 간단히 측정할 수 있기 때문에, 염소이온 확산계수를 제어하기 위한 간접적인 지표로서 활용될 수 있다. 전기저항은 해양구조물의 유지관리 전략을 수립하는데 매우 중요하다. 본 연구의 목적은 전기저항측정의 프로토콜을 설계하는 것이다. 본 연구는 염소이온과의 관계성을 토대로 콘크리트의 성능을 파악하는 중요한 비파괴 접근방법을 제시하였다. 수분, 공극량, 공극간 굴곡특성 등과 같은 미세구조 특성이 전기저항에 미치는 영향을 배합조건별 수화단계별로 고찰하였다. 전기저항과 염소이온 확산계수의 관계로부터 정규적인 전기저항의 측정을 토대로 염소이온 확산계수를 간접적으로 통제하는데 본 성과가 이용될 수 있다.