Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)

Abdolreza Tangtakabi; Mohammad Hasan Ramesht; Ali Golsoorat Pahlaviani

doi:doi:10.11648/j.eas.20210604.11

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Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)

Abdolreza Tangtakabi, Mohammad Hasan Ramesht, Ali Golsoorat Pahlaviani

Published in Engineering and Applied Sciences (Volume 6, Issue 4)

Received: 4 June 2021 Accepted: 8 July 2021 Published: 2 August 2021

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Abstract

The corrosion of reinforcements in the tidal zone leads to significant damage to offshore concrete piers. To overcome such damages, the quality of concrete and its mechanical properties should be improved. The aim of the present study is to identify and evaluate the causes and extent of corrosion observed in piers P3 & P4 in Imam Khomeini petrochemical. The concrete reinforced by microsilica and the ECC concrete are used to prevent corrosion. Some tests were conducted to determine the conditions of concrete piers in terms of reinforcement corrosion. Then, a reinforcement corrosion intensity test using Potentiostat involving a placement process was used, where the water-to-cement ratio was 38%; superplasticizers was 4%; and microsilica was 10% and 15%. The microsilica can serve as an alternative to the consumed cement and was measured according to the ASTM standards; Besides, it was exposed to aggressive conditions at different periods, and a concrete compressive strength test was performed. The results show that the compressive strength of concrete with microsilica 15% is nearly 25% higher than that of ECC, while for the control specimen, this value is about 42%. Regarding the corrosion intensity, the concrete with microsilica 15% has the minimum value compare to all three other samples. It is recommended to use this type of concrete to overcome the corrosion problem in piers P3 & P4 in Imam Khomeini petrochemical.

Published in	Engineering and Applied Sciences (Volume 6, Issue 4)
DOI	10.11648/j.eas.20210604.11
Page(s)	66-73
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2021. Published by Science Publishing Group

Keywords

Offshore Structures, Reinforcement Corrosion, Microsilica, Wharf, Imam Khomeini Port

References

[1]	B. He, Y. Gao, L. Qu, K. Duan, W. Zhou, and G. Pei, "Characteristics analysis of self-luminescent cement-based composite materials with self-cleaning effect," Journal of Cleaner Production, vol. 225, pp. 1169-1183, 2019.
[2]	X. He, Z. Zheng, J. Yang, Y. Su, T. Wang, and B. Strnadel, "Feasibility of incorporating autoclaved aerated concrete waste for cement replacement in sustainable building materials," Journal of Cleaner Production, vol. 250, p. 119455, 2020.
[3]	D. Antunes, R. Martins, R. Carmo, H. Costa, and E. Júlio, "A solution with low-cement-lightweight concrete and high durability for applications in prefabrication," Construction and Building Materials, vol. 275, p. 122153, 2021.
[4]	L. Fedrizzi, F. Azzolini, and P. L. Bonora, "The use of migrating corrosion inhibitors to repair motorways' concrete structures contaminated by chlorides," Cement and Concrete Research, vol. 35, no. 3, pp. 551-561, 2005.
[5]	J. Liu, H. Huang, Z. J. Ma, and J. Chen, "Effect of shear reinforcement corrosion on interface shear transfer between concretes cast at different times," Engineering Structures, vol. 232, p. 111872, 2021.
[6]	A. Bagheri, H. Zanganeh, H. Alizadeh, M. Shakerinia, and M. A. S. Marian, "Comparing the performance of fine fly ash and silica fume in enhancing the properties of concretes containing fly ash," Construction and building materials, vol. 47, pp. 1402-1408, 2013.
[7]	A. Pandey and B. Kumar, "Evaluation of water absorption and chloride ion penetration of rice straw ash and microsilica admixed pavement quality concrete," Heliyon, vol. 5, no. 8, p. e02256, 2019.
[8]	E. Moffatt and M. Thomas, "Performance of 25-year-old silica fume and fly ash lightweight concrete blocks in a harsh marine environment," Cement and Concrete Research, vol. 113, pp. 65-73, 2018.
[9]	R. Siddique, "Utilization of silica fume in concrete: Review of hardened properties," Resources, Conservation and Recycling, vol. 55, no. 11, pp. 923-932, 2011.
[10]	V. C. Li, T. Kanda, Engineered cementitious composites for structural applications, J. Mater. Civ. Eng. 10 (2) (1998) 66–69 https://doi.org/10.1061/(ASCE)0899-1561(1998)10:2(66).
[11]	V. C. Li, Engineered cementitious composites (ECC) – material, structural, and durability performance, in: E. Nawy (Ed.), Concrete Construction Engineering Handbook, CRC Press, 2007(Chapter 24).
[12]	V. C. Li, On Engineered Cementitious Composites (ECC)-A review of the material and its applications, J. Adv. Concr. Technol. 1 (3) (2003) 215–230 https://doi.org/10.3151/jact.1.215.
[13]	M. Maalej, S. T. Quek, S. F. U. Ahmed, J. Zhang, V. W. J. Lin, K. S. Leong, Review of potential structural applications of hybrid fiber engineered cementitious composites, Constr. Build. Mater. 36 (2012) 216–227 https://doi.org/10.1016/j. conbuildmat.2012.04.010.
[14]	Bentur, A., Mindess, S.: Fibre Reinforced Cementitious Composites, 2nd edn. E & FN Spon, London (2007)
[15]	Zhang, Q., Ranade, R., Li, V. C.: Feasibility study on fire-resistive engineered cementitious composites. ACI Mater. J. 111(1–6), 1–10 (2014)
[16]	D. Meng, T. Huang, Y. X. Zhang, C. K. Lee, Mechanical behaviour of a polyvinyl alcohol fibre reinforced engineered cementitious composite (PVA-ECC) using local ingredients, Constr. Build. Mater. 141 (2017) 259–270 https://doi.org/10.1016/j.conbuildmat.2017.02.158.
[17]	L. Junxia, E. H. Yang, Macroscopic and micro structural properties of engineered cementitious composites incorporating recycled concrete fines, Cement Concr. Compos. 78 (2017) 33–42 https://doi.org/10.1016/j.cemconcomp.2016.12.013.
[18]	A. R. Baqheri, H. Zanganeh, H. Samadzad, and A. L. A. H. Kiani, "Assessing The Durability Of Binary And Ternary Concretes Using Rapid Chloride Resistance Test And The Accelerarted Rebar Corrosion Test," presented at the International Congress On Durability Of Concrete, 2012.
[19]	C. Q., Li, J. J., Zheng, "Propagation of reinforcement corrosion in concrete and its effects on structural deterioration", Magazine of Concrete Research, 57(5) (2005) 261-71.
[20]	H. R., Ashrafi, A. A., Ramezanianpour, "Model Presentation for the Chloride Diffusion in Silica Fume Concretes Based on the Experimental Results", Amirkabir University of Technology, Tehran, 2007.
[21]	J. Zhong, Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents. Texas A&M University, 2008.
[22]	ASTM C33-03, 2013- Standard Speciﬁcation for Concrete Aggregates, Annual Book of ASTM Standards, vol. 04.02.
[23]	P. Gu, J. Beaudoin, M.-H. Zhang, and V. Malhotra, "Performance of reinforcing steel in concrete containing silica fume and blast-furnace slag ponded with sodium-chloride solution," Materials Journal, vol. 97, no. 3, pp. 254-262, 2000.

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APA Style

Abdolreza Tangtakabi, Mohammad Hasan Ramesht, Ali Golsoorat Pahlaviani. (2021). Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Engineering and Applied Sciences, 6(4), 66-73. https://doi.org/10.11648/j.eas.20210604.11

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ACS Style

Abdolreza Tangtakabi; Mohammad Hasan Ramesht; Ali Golsoorat Pahlaviani. Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Eng. Appl. Sci. 2021, 6(4), 66-73. doi: 10.11648/j.eas.20210604.11

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AMA Style

Abdolreza Tangtakabi, Mohammad Hasan Ramesht, Ali Golsoorat Pahlaviani. Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Eng Appl Sci. 2021;6(4):66-73. doi: 10.11648/j.eas.20210604.11

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@article{10.11648/j.eas.20210604.11,
  author = {Abdolreza Tangtakabi and Mohammad Hasan Ramesht and Ali Golsoorat Pahlaviani},
  title = {Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)},
  journal = {Engineering and Applied Sciences},
  volume = {6},
  number = {4},
  pages = {66-73},
  doi = {10.11648/j.eas.20210604.11},
  url = {https://doi.org/10.11648/j.eas.20210604.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20210604.11},
  abstract = {The corrosion of reinforcements in the tidal zone leads to significant damage to offshore concrete piers. To overcome such damages, the quality of concrete and its mechanical properties should be improved. The aim of the present study is to identify and evaluate the causes and extent of corrosion observed in piers P3 & P4 in Imam Khomeini petrochemical. The concrete reinforced by microsilica and the ECC concrete are used to prevent corrosion. Some tests were conducted to determine the conditions of concrete piers in terms of reinforcement corrosion. Then, a reinforcement corrosion intensity test using Potentiostat involving a placement process was used, where the water-to-cement ratio was 38%; superplasticizers was 4%; and microsilica was 10% and 15%. The microsilica can serve as an alternative to the consumed cement and was measured according to the ASTM standards; Besides, it was exposed to aggressive conditions at different periods, and a concrete compressive strength test was performed. The results show that the compressive strength of concrete with microsilica 15% is nearly 25% higher than that of ECC, while for the control specimen, this value is about 42%. Regarding the corrosion intensity, the concrete with microsilica 15% has the minimum value compare to all three other samples. It is recommended to use this type of concrete to overcome the corrosion problem in piers P3 & P4 in Imam Khomeini petrochemical.},
 year = {2021}
}

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TY  - JOUR
T1  - Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)
AU  - Abdolreza Tangtakabi
AU  - Mohammad Hasan Ramesht
AU  - Ali Golsoorat Pahlaviani
Y1  - 2021/08/02
PY  - 2021
N1  - https://doi.org/10.11648/j.eas.20210604.11
DO  - 10.11648/j.eas.20210604.11
T2  - Engineering and Applied Sciences
JF  - Engineering and Applied Sciences
JO  - Engineering and Applied Sciences
SP  - 66
EP  - 73
PB  - Science Publishing Group
SN  - 2575-1468
UR  - https://doi.org/10.11648/j.eas.20210604.11
AB  - The corrosion of reinforcements in the tidal zone leads to significant damage to offshore concrete piers. To overcome such damages, the quality of concrete and its mechanical properties should be improved. The aim of the present study is to identify and evaluate the causes and extent of corrosion observed in piers P3 & P4 in Imam Khomeini petrochemical. The concrete reinforced by microsilica and the ECC concrete are used to prevent corrosion. Some tests were conducted to determine the conditions of concrete piers in terms of reinforcement corrosion. Then, a reinforcement corrosion intensity test using Potentiostat involving a placement process was used, where the water-to-cement ratio was 38%; superplasticizers was 4%; and microsilica was 10% and 15%. The microsilica can serve as an alternative to the consumed cement and was measured according to the ASTM standards; Besides, it was exposed to aggressive conditions at different periods, and a concrete compressive strength test was performed. The results show that the compressive strength of concrete with microsilica 15% is nearly 25% higher than that of ECC, while for the control specimen, this value is about 42%. Regarding the corrosion intensity, the concrete with microsilica 15% has the minimum value compare to all three other samples. It is recommended to use this type of concrete to overcome the corrosion problem in piers P3 & P4 in Imam Khomeini petrochemical.
VL  - 6
IS  - 4
ER  -

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Author Information

Abdolreza Tangtakabi

Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran
Mohammad Hasan Ramesht

Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran
Ali Golsoorat Pahlaviani

Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran

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Abdolreza Tangtakabi, Mohammad Hasan Ramesht, Ali Golsoorat Pahlaviani. (2021). Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Engineering and Applied Sciences, 6(4), 66-73. https://doi.org/10.11648/j.eas.20210604.11

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ACS Style

Abdolreza Tangtakabi; Mohammad Hasan Ramesht; Ali Golsoorat Pahlaviani. Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Eng. Appl. Sci. 2021, 6(4), 66-73. doi: 10.11648/j.eas.20210604.11

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AMA Style

Abdolreza Tangtakabi, Mohammad Hasan Ramesht, Ali Golsoorat Pahlaviani. Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical). Eng Appl Sci. 2021;6(4):66-73. doi: 10.11648/j.eas.20210604.11

Copy | Download

@article{10.11648/j.eas.20210604.11,
  author = {Abdolreza Tangtakabi and Mohammad Hasan Ramesht and Ali Golsoorat Pahlaviani},
  title = {Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)},
  journal = {Engineering and Applied Sciences},
  volume = {6},
  number = {4},
  pages = {66-73},
  doi = {10.11648/j.eas.20210604.11},
  url = {https://doi.org/10.11648/j.eas.20210604.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20210604.11},
  abstract = {The corrosion of reinforcements in the tidal zone leads to significant damage to offshore concrete piers. To overcome such damages, the quality of concrete and its mechanical properties should be improved. The aim of the present study is to identify and evaluate the causes and extent of corrosion observed in piers P3 & P4 in Imam Khomeini petrochemical. The concrete reinforced by microsilica and the ECC concrete are used to prevent corrosion. Some tests were conducted to determine the conditions of concrete piers in terms of reinforcement corrosion. Then, a reinforcement corrosion intensity test using Potentiostat involving a placement process was used, where the water-to-cement ratio was 38%; superplasticizers was 4%; and microsilica was 10% and 15%. The microsilica can serve as an alternative to the consumed cement and was measured according to the ASTM standards; Besides, it was exposed to aggressive conditions at different periods, and a concrete compressive strength test was performed. The results show that the compressive strength of concrete with microsilica 15% is nearly 25% higher than that of ECC, while for the control specimen, this value is about 42%. Regarding the corrosion intensity, the concrete with microsilica 15% has the minimum value compare to all three other samples. It is recommended to use this type of concrete to overcome the corrosion problem in piers P3 & P4 in Imam Khomeini petrochemical.},
 year = {2021}
}

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TY  - JOUR
T1  - Comparison of Chloride-Induced Corrosion of Microsilica and ECC in the Offshore Piers' Concrete (Case Study: Wharves P3 & P4 of Imam Khomeini Petrochemical)
AU  - Abdolreza Tangtakabi
AU  - Mohammad Hasan Ramesht
AU  - Ali Golsoorat Pahlaviani
Y1  - 2021/08/02
PY  - 2021
N1  - https://doi.org/10.11648/j.eas.20210604.11
DO  - 10.11648/j.eas.20210604.11
T2  - Engineering and Applied Sciences
JF  - Engineering and Applied Sciences
JO  - Engineering and Applied Sciences
SP  - 66
EP  - 73
PB  - Science Publishing Group
SN  - 2575-1468
UR  - https://doi.org/10.11648/j.eas.20210604.11
AB  - The corrosion of reinforcements in the tidal zone leads to significant damage to offshore concrete piers. To overcome such damages, the quality of concrete and its mechanical properties should be improved. The aim of the present study is to identify and evaluate the causes and extent of corrosion observed in piers P3 & P4 in Imam Khomeini petrochemical. The concrete reinforced by microsilica and the ECC concrete are used to prevent corrosion. Some tests were conducted to determine the conditions of concrete piers in terms of reinforcement corrosion. Then, a reinforcement corrosion intensity test using Potentiostat involving a placement process was used, where the water-to-cement ratio was 38%; superplasticizers was 4%; and microsilica was 10% and 15%. The microsilica can serve as an alternative to the consumed cement and was measured according to the ASTM standards; Besides, it was exposed to aggressive conditions at different periods, and a concrete compressive strength test was performed. The results show that the compressive strength of concrete with microsilica 15% is nearly 25% higher than that of ECC, while for the control specimen, this value is about 42%. Regarding the corrosion intensity, the concrete with microsilica 15% has the minimum value compare to all three other samples. It is recommended to use this type of concrete to overcome the corrosion problem in piers P3 & P4 in Imam Khomeini petrochemical.
VL  - 6
IS  - 4
ER  -

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