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  • 1
    Online Resource
    Online Resource
    NTT Science and Core Technology Laboratory Group ; 2018
    In:  NTT Technical Review Vol. 16, No. 1 ( 2018-1), p. 32-38
    In: NTT Technical Review, NTT Science and Core Technology Laboratory Group, Vol. 16, No. 1 ( 2018-1), p. 32-38
    Type of Medium: Online Resource
    ISSN: 2436-5327
    Language: English
    Publisher: NTT Science and Core Technology Laboratory Group
    Publication Date: 2018
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  • 2
    Online Resource
    Online Resource
    The Electrochemical Society ; 2020
    In:  ECS Meeting Abstracts Vol. MA2020-02, No. 8 ( 2020-11-23), p. 1166-1166
    In: ECS Meeting Abstracts, The Electrochemical Society, Vol. MA2020-02, No. 8 ( 2020-11-23), p. 1166-1166
    Abstract: Introduction Corrosion of carbon steel in soil is considered to be similar to that in a neutral solution. That is, soil corrosion is considered to be promoted by water and dissolved oxygen in soil water. In the outdoor environment, soil water content changes due to rainfall. Therefore, in order to understand the corrosion mechanism, it is important to evaluate soil corrosion with a system that reproduces the dry and wet cycle. We measured the time course of the corrosion rate in terms of soil corrosiveness in a single wet and dry cycle. So far, we have focused on the soil particle size as the dominant environmental factor, which is considered to affect the diffusion of water and oxygen in the soil, and have clarified the corrosion tendency. In this study, the relationship between the particle size distribution and corrosion behavior was evaluated using the AC impedance method. Experimental The soil was prepared from three levels of blown lowland soil (Soil A, B and C) with different particle size distribution. The particle size distribution was measured by the laser diffraction/scattering method. The soil was placed in a glass container, and the electrodes were buried in the soil. At the beginning of the experiment, enough water was supplied so that the soil was immersed. The soil water content decreased with time after the water supply had been stopped. The impedance measurements were carried out at constant time interval. The temperature in the chamber was held at 25ºC. Results and discussion Figure 1 shows Nyquist plots obtained from the impedance measurement of the carbon steel in soil A at different time. The equivalent circuit is also shown, where R s is the solution resistance, R ct the charge transfer resistance, CPE the constant phase element and Z W the Warburg impedance. Capacitive loops appeared on the Nyquist plots, and the diameter of the loops varied with the measurement time. R ct was calculated from the radius of the capacitive loops. Figure 2 shows the particle size distributions measured at three levels of soil. The maximum frequency appeared around 10 μm in all soils. Soil A contained more particles larger than 100 μm, although the peak at 10 μm was the lowest. On the other hand, Soil C showed the highest peak at 10 μm, but contained few particles larger than 300 μm. Soil B showed properties intermediate between soil A and C. Figure 3 shows the time course of 1/ R ct for each soil. Soil A and B showed a 1/ R ct maximum around 200 hours, and the maximum of soil A was greater than that of soil B. On the other hand, soil C did not show a clear maximum value of 1/ R ct and remained constant. The difference in the corrosion behavior in each soil is considered to be due to the filling rate of the soil particle. It is known that the larger the particle size distribution is, the larger the filling rate of the particles and the smaller the gap diameter between the particles become. In soil with a wide particle size distribution, water is strongly trapped by capillary force in the narrow gaps between particles. Thus, as the soil dried, a thin water film was maintained on the steel surface, and oxygen was efficiently supplied. Therefore, it is considered that the maximum value of 1/ R ct was the largest in soil A. Soil C had a high porosity, and the oxygen was efficiently supplied to the steel surface during the drying process, but at the same time, the wetted area decreased. Therefore, 1/ R ct did not show a maximum value and remained constant. Conclusion The corrosion rate of steel in soil with different particle size distributions was evaluated by the AC impedance method. It was found that the corrosion behavior differed depending on the particle size distribution. The corrosion behavior is considered to be due to the diffusion of water and oxygen through gaps between particle. Figure 1
    Type of Medium: Online Resource
    ISSN: 2151-2043
    Language: Unknown
    Publisher: The Electrochemical Society
    Publication Date: 2020
    detail.hit.zdb_id: 2438749-6
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  • 3
    Online Resource
    Online Resource
    The Electrochemical Society ; 2018
    In:  ECS Transactions Vol. 85, No. 13 ( 2018-06-19), p. 599-604
    In: ECS Transactions, The Electrochemical Society, Vol. 85, No. 13 ( 2018-06-19), p. 599-604
    Type of Medium: Online Resource
    ISSN: 1938-6737 , 1938-5862
    Language: English
    Publisher: The Electrochemical Society
    Publication Date: 2018
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  • 4
    Online Resource
    Online Resource
    Japan Society of Corrosion Engineering ; 2020
    In:  Zairyo-to-Kankyo Vol. 69, No. 4 ( 2020-4-10), p. 102-106
    In: Zairyo-to-Kankyo, Japan Society of Corrosion Engineering, Vol. 69, No. 4 ( 2020-4-10), p. 102-106
    Type of Medium: Online Resource
    ISSN: 0917-0480 , 1881-9664
    Language: English
    Publisher: Japan Society of Corrosion Engineering
    Publication Date: 2020
    detail.hit.zdb_id: 2397054-6
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  • 5
    Online Resource
    Online Resource
    Japan Society of Corrosion Engineering ; 2018
    In:  Zairyo-to-Kankyo Vol. 67, No. 3 ( 2018-3-15), p. 118-120
    In: Zairyo-to-Kankyo, Japan Society of Corrosion Engineering, Vol. 67, No. 3 ( 2018-3-15), p. 118-120
    Type of Medium: Online Resource
    ISSN: 0917-0480 , 1881-9664
    Language: English
    Publisher: Japan Society of Corrosion Engineering
    Publication Date: 2018
    detail.hit.zdb_id: 2397054-6
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  • 6
    Online Resource
    Online Resource
    The Electrochemical Society ; 2019
    In:  ECS Meeting Abstracts Vol. MA2019-01, No. 16 ( 2019-05-01), p. 1019-1019
    In: ECS Meeting Abstracts, The Electrochemical Society, Vol. MA2019-01, No. 16 ( 2019-05-01), p. 1019-1019
    Abstract: Introduction The fundamental cause of the deterioration of buried steel structures is soil corrosion. Soil corrosion is a complicated phenomenon because various environmental factors are related to each other. Additionally, due to the complexity of soil and its pores constituted by a solid phase, water liquid phase, and air and gas phases, the soil corrosion mechanism is still unclear. In spite of the inherent complexity of the soil environment, corrosion of carbon steel in soil is considered to be similar to that in a neutral solution. That is, soil corrosion is considered to be promoted by water and dissolved oxygen (DO) in soil water. With this nature of soil corrosion, environmental factors in soil can be represented as two principal ones: soil particle size, which influences the state of water in the soil and DO diffusion behavior, and soil water content. In this study, we evaluated the effects of soil particle size and water content on the corrosion rate of buried carbon steel by electrochemical impedance spectroscopy in a simulated soil environment. Experimental Carbon steel with an exposed electrode area of 10 × 10 mm was polished with #800 emery paper. The soil samples used for the experiment were prepared from reddish gardening soil, which was sifted with sieves into coarse- (0.5­­­­–2 mm) and fine- ( 〈 0.5 mm) grains. By mixing the coarse grains with the fine grains, the soil samples were classified into three levels coarse: fine = 1:0, 1:1, and 0:1. The soil was placed in a glass container and the electrode was buried in the soil. At the beginning of the experiment, enough water was supplied so that the soil was immersed. Water was gradually drained with time through a filter installed on the bottom of the container. The AC impedance measurements were carried out at constant time intervals. In the test chamber, the temperature was held constant at 25ºC with relative humidity of 60%. Results and discussion Figure 1 shows Nyquist plots obtained from the AC impedance measurement of carbon steel in the coarse: fine = 1:0 soil with water content of 43%. The equivalent circuit is also shown, where R s is the solution resistance, C s is the soil capacitance, R ct is the charge transfer resistance, and C dl is the electric double-layer capacitance. As shown in Fig. 1, capacitive loops appeared in the high- and low-frequency regions. In the Nyquist plots, the low-frequency represents R ct . Figure 2 shows change in reciprocal R ct , calculated at each water content while water content was decreased. The horizontal axis is water content and the vertical axis is 1/R ct , which is directly proportional to the corrosion rate. The 1/R ct showed a maximum peak at a certain water content in all soil samples, and that water content showed smaller values as the particle size was smaller. Further, the maximum corrosion rate increased with decreasing particle size. It is considered that the maximum corrosion rate appears when the condition that the water film is thin and the effective wet area is large. As the particle size decreases, the pressure applied to capillary water becomes stronger. So, the effective wet area doesn’t decrease and thinner water film is formed. Accordingly, the water content satisfying the above condition becomes low, and the maximum corrosion rate increases. Conclusion The effects of soil particle size and soil water content on the corrosion rate of buried carbon steel were evaluated by the AC impedance technique. The maximum corrosion rate appeared at a certain water content, which varied depending on the soil particle size. The measured trends were rationally interpreted in terms of the balance between the effective wet area of the steel surface and the DO diffusion path distance depending on soil particle size and water content. Figure 1
    Type of Medium: Online Resource
    ISSN: 2151-2043
    Language: Unknown
    Publisher: The Electrochemical Society
    Publication Date: 2019
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  • 7
    Online Resource
    Online Resource
    The Electrochemical Society ; 2019
    In:  ECS Meeting Abstracts Vol. MA2019-01, No. 16 ( 2019-05-01), p. 1023-1023
    In: ECS Meeting Abstracts, The Electrochemical Society, Vol. MA2019-01, No. 16 ( 2019-05-01), p. 1023-1023
    Abstract: Introduction Buried steel structures generally deteriorate due to soil corrosion. The corrosion rate depends on various soil environment factors such as the water content, pH value, resistivity, and oxygen concentration (1, 2). It is well known that these factors in shallow ground usually change with rainfall. However, the relationship between these factors and the corrosion rate of buried steel under natural rainfall conditions has not been clarified. Therefore, in this study, we used electrochemical impedance spectroscopy to evaluate the corrosion behavior of steel buried in shallow ground under natural rainfall conditions at outdoor test fields. Experimental The electrode cell for the AC impedance measurements was fabricated from a carbon steel plate with dimensions of 10 × 10 mm and embedded in epoxy resin. It was buried at a depth of 90 cm in the gley soil of the experimental system at outdoor test field. The soil conditions changed with rainfall. The AC impedance measurements were carried out at constant time interval to evaluate the changes in the corrosion rate with rainfall. They were conducted over the frequency range of 0.05 Hz to 10 kHz at the AC voltage of ± 50 mV. Results and discussion Figure 1 shows the Nyquist plot of the buried steel obtained from the AC impedance measurement with different voltage conditions. The equivalent circuit is also shown in Fig. 1, where R s , R ct , C dl , and Z w are the resistance in soil, charge transfer resistance, double-layer capacitance, and Warburg impedance, respectively. At the low AC voltage of ± 5 mV, the Nyquist plot could not be measured due to exogenous noise. On the other hand, as shown in Fig. 1, it could be obtained by increasing the AC voltage to ± 50 mV. It has been confirmed that the influence of the applied voltage of ± 50 mV on the Nyquist plot is small. Therefore, we set the AC voltage during the impedance experiments to ± 50 mV. Figure 2 shows the changes in the 1/ R ct value of the buried steel over time under natural rainfall conditions. As shown in Fig. 2, the value of 1/ R ct , which is proportional to the corrosion rate, decreased during rainfall and gradually increased over time after the rain stopped. During this experiment, the soil water content and oxygen concentration were kept almost constant at around 54% and 0.9%, respectively. In extremely low-oxygen soil, it is considered that the cathodic reaction on the steel surface is a reduction reaction of water, not a reduction reaction of oxygen. Since both the soil water content and oxygen concentration were almost constant, it is suggested that the cathodic reaction stayed constant during experiment. Therefore, in this study, the change in the corrosion rate with rainfall was thought to be due to changes in anodic reactions. Conclusion The corrosion rate of steel buried at a depth of 90 cm in gley soil under natural rainfall conditions at outdoor test fields was monitored by electrochemical impedance spectroscopy. It was observed that the 1/ R ct value, which is proportional to the corrosion rate, decreased during rainfall and gradually increased over time after the rain stopped. From the changes in the AC impedance and soil environment factors with rainfall, it was found that the corrosion rate in gley soil was closely related to anodic reactions on the steel surface. References (1) R. Akkouche, C. Rémazailles, M. Barbalat, R. Sabot, M. Jeannin and Ph. Refait, J. Electrochem. Soc. , 164 (12). C626-C634 (2017). (2) S. Mineta, S. Ohki, M. Mizunuma, S. Oka, ECS Trans. , 85 (13), 599-604 (2018). Figure 1
    Type of Medium: Online Resource
    ISSN: 2151-2043
    Language: Unknown
    Publisher: The Electrochemical Society
    Publication Date: 2019
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  • 8
    Online Resource
    Online Resource
    The Electrochemical Society ; 2018
    In:  ECS Meeting Abstracts Vol. MA2018-01, No. 14 ( 2018-04-13), p. 1052-1052
    In: ECS Meeting Abstracts, The Electrochemical Society, Vol. MA2018-01, No. 14 ( 2018-04-13), p. 1052-1052
    Abstract: Introduction Buried steel structures generally deteriorate due to soil corrosion. The rate of the deterioration depends on soil environment factors such as the water content, temperature, pH value, resistivity, and oxygen concentration. Therefore, preventing the deterioration of buried steel structures or predicting their lifetime requires clarification of the quantitative relationship between these soil environment factors and the corrosion rate. However, it is difficult to determine the relationship because soil is a complex environment constituted by solid, liquid, and gas phases. Therefore, we are investigating the influence of the soil environment factors on the corrosion rate by using electrochemical measurements. In this study, we focused on the influence of soil water content on the corrosion rate of buried steel because it is one of the most important parameters in soil corrosion. According to our previous investigation, the soil water content is not constant and usually changes with precipitation. Here, we evaluated the corrosion rate of carbon steel buried in soil by electrochemical impedance spectroscopy in a simulated soil environment with changing water content. Experimental The electrode cell for the AC impedance measurements were fabricated from a carbon steel plate with dimensions of 10 × 10 mm and embedded in epoxy resin. The electrode was polished with #800 SiC emery paper. The soil used in this study was reddish gardening soil. The soil was sifted and then classified into several levels of particle size. The electrode cell and soil were placed in a glass container. At the beginning of the measurement, enough water was added to the container to thoroughly wet the soil, and the water content in the soil decreased with elapsed time. The surrounding temperature of the container was maintained at 298 K during measurements. The AC impedance measurements were carried out at constant time interval in order to evaluate the corrosion rate of the carbon steel with changing water content in the soil. Results and Discussion Figure 1 shows a Nyquist plot obtained from the AC impedance measurement of steel buried in the reddish soil with water content of 33.4%. The equivalent circuit is also shown, where R s and C s are the resistance and capacitance in soil, and R ct and C dl are the charge transfer resistance and the double layer capacitance. As shown in Fig. 1, a capacitive loop appeared in the low-frequency region. The radius of this loop represents the charge transfer resistance R ct , which is inversely proportional to the corrosion rate. Therefore, the integration of the 1/R ct versus elapsed time curve provides the total amount of corrosion that occurred during the electrochemical measurement. The monitored water content in the soil and the 1/Rct values with elapsed time are shown in Fig. 2. The water content in soil gradually decreases with elapsed time. However, the change in the value of 1/R ct that is proportional to the corrosion rate was not monotonic. Figure 3 shows the dependence of the 1/R ct changes on the water content in soil. The value of 1/R ct showed a maximum peak at nearly 35% water content. This indicates that the corrosion rate and water content are not in a simple proportional relationship. It is considered that the water liquid and oxygen gas phases in soil are competing with each other. Then the corrosion rate shows the maximum peak when the proportions of these two phases are balanced. Conclusion Corrosion rate monitoring by electrochemical impedance spectroscopy was carried to reveal the quantitative relationship between the corrosion rate and the water content in soil. It was found that there is no proportional relationship between them, and the corrosion rate has the maximum value at a certain water content, which is determined by the balance between the water liquid and oxygen gas phases in soil. Figure 1
    Type of Medium: Online Resource
    ISSN: 2151-2043
    Language: Unknown
    Publisher: The Electrochemical Society
    Publication Date: 2018
    detail.hit.zdb_id: 2438749-6
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