• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2007년도 춘계학술대회 논문집
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• pp.437-439
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• 2007

This paper was analyzed the resistivity change characteristic of mortar model block and concrete that was made earth electrode that's used concrete or basic concrete of building for 1 year. The early resistivity measurement value of concrete model block is higher than mortar model block. But after 1 year the resistivity measurement value of mortar model block is significantly higher than concrete model block. Because depends on time elapsed complete dryness factor of mortar model block that has not gravel is higher than concrete model block. And absorptance and function of mortar mode block was by far outstanding than concrete model block in the data for verification of the amount of contained water and the amount of dryness of mortar model block and concrete model block.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 제37회 하계학술대회 논문집 A
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• pp.280-281
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• 2006

This paper was analyzed fundamental about electrical characteristic of concrete to practical use base of building as Substitution Ground Electrode and Artificial Ground Electrode. 1) Gravel or Sand has a function that makes increase Resistivity of Concrete and Cement has a function that makes decrease Resistivity of Concrete. 2) Moisture Increase Work is so hard because of dry of Block but the Resistivity was decreased when the moisture of Concrete Block was gradually increased. 3) According to the measurement result of moltar and concrete block, ratio relation of Resistance and Resistivity of each block was thirty-fold difference.

• Computers and Concrete
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• 제23권3호
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• pp.189-201
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• 2019

Recent advances in the concrete technology are aiding in minimizing the use of conventional materials by substituting by-products of various industries and energy sources. A large amount of stone waste i.e., dust and slurry form both are being originated during natural stone processing and causing deadily effects on the environment. The disposal problem of stone waste can be resolved effectively by using waste in construction industries. In present work, Kota stone slurry powder, as a substitution of cement was used along with accelerators namely calcium nitrate and triethanolamine as additives, to study their impact on various properties of the concrete mixtures. Kota stone slurry powder (7.5%), calcium nitrate (1%) and triethanolamine (0.05%) were used separately as well in combination in different concrete mixtures. Mechanical Strength, modulus of elasticity and electrical resistivity of concrete specimens of different mix proportions under water curing were studied experimentally. The durability properties in terms of strength and electrical resistivity against sulphate and chloride solution attack at various curing ages were also studied experimentally. Results showed that accelerators and Kota stone slurry powder separately enhanced the mechanical strength and electrical resistivity; but, their combination decreased strength at all curing ages. The durability of concrete specimens was also affected under the exposure to chemical attack too. Kota stone slurry powder found to be the most effective material among all materials. Material characterization was also done to study the microstructural properties.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.317-318
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• 2021

The effect of reinforcing bars embedded in concrete varies depending on the position of the electrode in the electrical resistivity measurement. In this study, the apparent resistivity according to the electrode arrangement is analyzed for each measurement angle. Through this, it is intended to be used to improve the accuracy of measurement in the concrete resistivity.

• 한국구조물진단유지관리공학회 논문집
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• 제15권6호
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• pp.212-218
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• 2011

본 논문에서는 실험을 통해 섬유복합 보강근이 콘크리트 표면저항치에 미치는 영향을 고찰하였다. 본 실험에서 콘크리트의 표면저항치는 Wenner기법에 의하여 4probe 방식에 의하여 측정되었다. 이형철근과 국내에서 생산된 GFRP 보강근 및 CFRP 보강근이 사용되었으며, 비교를 위하여 무보강 실험체의 표면저항치도 측정되었다. 기존의 연구에 따르면, 내부에 보강된 이형철근에 의하여 저항치가 영향을 받게 되는데, 보강근의 위치, 깊이 및 보강방향에 의하여 영향을 받는 것으로 보고된바 있다. 본 논문에서는 노후된 콘크리트구조물의 보강재와 신설구조물의 철근을 대신하여 사용될 수 있는 GFRP 및 CFRP 보강근이 사용되었을 때, 표면저항치의 변화를 실험적으로 고찰하였으며, 이 결과는 향후 FRP가 사용된 구조물의 부식상태 파악을 위한 비파괴시험 결과에 대한 평가에 유용하게 사용될 수 있다.

• Advances in concrete construction
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• 제1권1호
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• pp.65-84
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• 2013

Electrical resistivity is a property associated with both the physical and chemical characteristics of concrete. It allows the evaluation of the greater or lesser difficulty with which aggressive substances penetrate the concrete's core before the dissolution of the passive film process and the consequent reinforcement's corrosion begin. This work addresses the capillary absorption of self-compacting concrete (SCC) with various types and contents of additions, correlating it with its electrical resistivity. To that effect, binary and ternary mixes of SCC were produced using fly ashes (FA) and limestone filler (LF). A total of 11 self-compactable mixes were produced: one with cement (C) only; three with C + FA in 30%, 60% and 70% substitution ratios; three with C + LF in 30%, 60% and 70% substitution ratios; four with C + FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% substitution ratios, respectively; and four reference mixes according to the LNEC E 464 specification, which refers to the NP EN 206-1 norm. The evaluation of the capillarity of the mixes produced was made through the determination of the water absorption by capillarity coefficient according to the LNEC E 393 specification. The electrical resistivity was evaluated using the European norm proposal presented by the EU-Project CHLORTEST (EU funded research Project under 5FP GROWTH programme) and based on the RILEM TC-154 EMC technical recommendation. The results indicate that SCC's capillarity is strongly conditioned by the type and quantity of the additions used. It was found that FA addition significantly improves some of the properties studied especially at older ages.

• 콘크리트학회논문집
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• 제29권4호
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• pp.361-369
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• 2017

고성능 콘크리트의 개발로 인해 다양해지는 배합비에 따라, 콘크리트 초기강도 발현 시점을 예측할 수 있는 응결시점에 대한 관심이 높아지고 있다. 기존의 콘크리트 응결시간 측정을 위해 사용되고 있는 관입저항시험은 습식체가름을 실시한 모르타르를 이용한 간접적인 측정법으로, 현장 타설된 콘크리트의 정확한 응결시간을 나타내기 어렵다. 따라서 콘크리트에 직접 측정이 가능한 초음파 속도 측정법, 수화열 측정법, 전기 임피던스 측정법 등 다양한 비파괴 평가 기법들이 제안되고 있다. 본 연구에서는 수화 반응에 따른 시멘트계 재료 내부 전기전도성 변화를 측정하는 4-전극법을 이용하여 콘크리트의 전기 비저항 측정 기법을 제안하고자 한다. 다양한 배합비에 따라 시멘트 페이스트, 모르타르, 콘크리트의 전기 비저항 측정을 실시하였으며, 배합 후 24시간 측정결과로부터 초기 전기비저항 값과 전기비저항 상승시기를 측정 변수로 제안하였다. 또한, 관입 저항 시험에 따른 초결, 종결 시점과의 비교 분석을 통해 콘크리트 응결시점 평가를 위한 제안 기법의 적용 가능성을 확인하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.136-141
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• 2000

Concrete has been used for many years as a composite material that has excellent mechanical properties and durability for construction. However, concrete ia a poor electrical conductor, especially under dry conditions. Concrete that is excellent in both mechanical and electrical conductivity properties may have important applications in the electrical, electronic, military and construction industry (e.g for de-icing road from snow). The purpose of this investigation is to improve the electrical conductive of cement mortar preparared with graphite as filler. From the test result, as the ratio of graphite/cement increased, fluidity, fluidity and strength decreased but resistivity decreased. The resistivity of electrical conductive cement mortar is effect by water/cement ratio and water content of specimen. From this study, it is enough to assure the use of graphite as a conductive filler for electrical conducive cement mortar.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.933-938
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• 2000

Concrete has been used for many years as a composite material that has excellent mechanical properties and durability for construction. However, concrete is a poor electrical conductor, especially under dry conditions. Concrete that is excellent in both mechanical and electrical conductivity properties may have important applications in the electrical, electronic, military and construction industry(e.g. for de-icing road from snow). The purpose of this investigation is to improve the electrical conductive of cement mortar preparared with coke dust, graphite, carbon black and carbon fiber as filler. From the test result, as the content of electrically conductive material increased, fluidity and strength decreased but resistivity decreased. The resistivity of electrical conductive cement mortar is effect by water/cement, and aggregate. Cement mortar containing carbon fiber has the best electrical properties considering strength. From this study, it is enough to assure the use of carbon fiber, carbon black and graphite as a conductive filler for electrical conductive cement mortar.

• 지구물리와물리탐사
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• 제18권3호
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• pp.115-124
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• 2015

수변 콘크리트 구조물의 누수 탐지를 위해 변형된 배열을 이용하여 전기비저항 탐사를 실시하였다. 전극을 수면에 설치하여 콘크리트 구조물에 대한 새로운 전기비저항 탐사 방식을 제안하였으며, 해석의 단순화를 위해 선형 전류 송신원을 전류전극으로 사용하였다. 마지막으로 전위차를 얻는 방법에 따라 변형된 3가지 전극 배열을 제안하였고, 동일열전위 배열(direct potential array), 평행열 전위 배열(parallel potential array), 횡단 전위 배열(cross potential array)로 명명하였다. 변형된 전기비저항 탐사법을 수치해석, 실내 모형실험, 현장탐사에 적용한 후 그 결과를 비교 분석하여 수변 콘크리트 구조물의 누수 탐지 기술로서의 적합성을 알아보았다. 비교 분석 결과 동일열 전위 배열, 평행열 전위 배열, 횡단전위 배열 모두 누수가 일어날 때, 누수지점에서 뚜렷한 전위차의 변화 양상을 보여 수변 콘크리트 구조물의 누수 탐지에 유용한 방법임을 확인하였다.