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평판접지 전극방법을 이용한 콘크리트의 전기비저항 특성 분석
Analysis of Electrical Resistivity Characteristics of Concrete by Using Flat Electrode Method 원문보기

한국도로학회논문집 = International journal of highway engineering, v.19 no.3 = no.83, 2017년, pp.57 - 63  

박창선 (Department of Civil Engineering, Inha Univ.) ,  박해원 (Department of Civil Engineering, Inha Univ.) ,  이강훈 (Highway&Transportation Institute, Korea Institute of Civil Engineering and Building Technology) ,  정진훈 (Department of Civil Engineering, Inha Univ.)

Abstract AI-Helper 아이콘AI-Helper

PURPOSES : The pole electrode method damaged the concrete pavement on inserting the electrode into the pavement surface. This study examined the feasibility of the flat electrode method to observe the concrete pavement instead of the pole electrode method and analyzed the resistivity characteristics...

주제어

AI 본문요약
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제안 방법

  • The investigation was carried out in a laboratory using concrete specimens. Concrete specimens with three mixing ratios were prepared and the resistivity measured by the pole electrode method and was analyzed comparatively. Both were conducted with the change in the electrode spacing and age of the concrete.
  • In total, 9 concrete specimens were produced with 3 different mix designs with a diameter of 150mm and a height of 300mm, as summarized in Table 2. The resistivity measurements were repeated 5 times using the pole electrode method and the flat electrode method at 7 and 28 days. The results were analyzed by calculating the average value.
  • Therefore, this study examined the feasibility of resistivity surveys using a flat electrode method to detect the ground condition under the concrete pavement without damaging the concrete. The survey was carried out in a laboratory using both the pole electrode method and flat electrode method.
  • To evaluate the effects of the fine aggregate modulus (S/a) on the resistivity, three concrete specimens were produced for each mix design based on the standard specifications of road construction (ASTM C192/C192M, 2015; MLTMA, 2009). In total, 9 concrete specimens were produced with 3 different mix designs with a diameter of 150mm and a height of 300mm, as summarized in Table 2.

대상 데이터

  • This study examined the feasibility of a resistivity survey in concrete using flat electrode method. The investigation was carried out in a laboratory using concrete specimens. Concrete specimens with three mixing ratios were prepared and the resistivity measured by the pole electrode method and was analyzed comparatively.

이론/모형

  • 5. Table 4 lists the resistivity obtained by subtracting the resistivity obtained using the pole electrode method from that obtained using the flat electrode method. When the resistivity was a positive value, the resistivity obtained using the flat electrode method was larger than that obtained using the pole electrode method.
  • Therefore, this study examined the feasibility of resistivity surveys using a flat electrode method to detect the ground condition under the concrete pavement without damaging the concrete. The survey was carried out in a laboratory using both the pole electrode method and flat electrode method. The resistivity of the concrete specimens was measured with respect to the electrode spacing and mixing ratio.
  • This study examined the feasibility of a resistivity survey in concrete using flat electrode method. The investigation was carried out in a laboratory using concrete specimens.
  • Several electrode array methods are used for resistivity surveying. This study used the dipole-dipole array method, which was performed in the vertical and horizontal directions simultaneously to investigate the two-dimensional structures under the concrete pavement. As shown in Fig.
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참고문헌 (12)

  1. ASTM C 192/C192M, (2015), "Standard Practice for Making and Curing Test Specimens in the Laboratory", American Society for Testing and Materials (ASTM). 

  2. Farooq, M., Park, S. G., Song, Y. S. and Kim, J. H., (2009)," Mortal Characterization using Electrical Resistivity Method", Jigu-Mulli-wa-Mulli-Tamsa, Vol. 12. No. 2, pp. 215-220. 

  3. Gambetta, M., Armadillo, E., Carmisciano, C., Stefanelli, P., Cocchi, L., and Tontini, F. C., (2011), "Determining Geophysical Properties of a Near-surface Cave through Integrated Microgravity Vertical Gradient and Electrical Resistivity Tomography Measurements", Journal of Cave and Karst Studies, Vol. 73, No. 1, pp. 11-15. 

  4. Ministry of Land, Transport and Maritime Affairs, (2009), "Road Construction Standard Specification", Ministry of Land, Transport and Maritime Affairs. 

  5. Lee, H. S., Oh, S. H., Chung, H. J., Noh, M. G., Ji, Y. S., Ahn, T. G., Song, S. H. and Yong, H. H., (2014), "Application of DC Resistivity Survey from Upper Portion of Concrete and Geostatistical Integrated Analysis", Journal of Korean Earth Science Society, Vol. 35, pp. 29-40. 

  6. Park, S. G., Kim, J. H., Cho, S. J., Yi, M. J. and Son, J. S., (2004), "Electrical Resistivity Characteristic of Soils", Korean Geotechnical Society, Vol. 2004, pp. 847-854. 

  7. Park, S. G., Yi, M. J., Kim, C. R., Son, J. S., Kim, J. H., Cho, S. J., and Seo, G. W., (2006), "Detection of Limesilicate Cavities by 3-D Resistivity Survey", Korean Society of Earth and Exploration Geophysicists, Vol. 39, No. 5, pp. 368-372. 

  8. Park, S. Y., Sohn, D. S., Lee, J. H. and Jeong, J. H., 2012. A Study on Joint Position at Concrete Pavement with Box Culverts, Journal of the korean Society of Road Engineers, Vol. 14. No. 2, pp. 45-53. 

  9. Polder, R., Andrade, C., Elsener, B., Vennesland, O., Gulikers, J., Weidert, R. and Raupach, M., (2000)," Test methods for on site measurement of resistivity of concrete", Materials and Structures, Vol. 33, pp. 603-611. 

  10. Reynolds, J. M., (2011), "An Introduction to applied and Environmental Geophysics", Second Edition, pp. 307-368. 

  11. Sohn, D. S., Lee, J. H., Jeong, H. S., Park, J. Y., and Jeong, J. H., (2013), "A Method for Evaluation of Hollow Existence in Sublayers of Concrete Pavement Considering Pavement Stiffness", International Journal of Highway Engineering, Vol. 15, No. 1, pp. 95-102. 

  12. Yeom, W. S., Jeong, H. S., Yan, Y. S., Sohn, D. S., Lee, J. H., and Jeong, J. H., (2013), "Optimal Joint Position in Concrete Pavement Slab over Skewed Box Culvert", International Journal of Highway Engineering, Vol. 15, No. 5, pp. 47-55. 

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