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Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete

Black shale, which usually contains pyrite, is easily oxidized and generates acid discharge. This acidic environment is not favorable for concrete in engineering applications and is likely to affect the durability of engineering structures. This study investigated the effect of acid discharge from t...

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Autores principales: Liao, Xin, Zhang, Wenda, Chen, Jiannan, Wang, Qingfeng, Wu, Xiyong, Ling, Sixiang, Guo, Deping
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7321495/
https://www.ncbi.nlm.nih.gov/pubmed/32486460
http://dx.doi.org/10.3390/ma13112515
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author Liao, Xin
Zhang, Wenda
Chen, Jiannan
Wang, Qingfeng
Wu, Xiyong
Ling, Sixiang
Guo, Deping
author_facet Liao, Xin
Zhang, Wenda
Chen, Jiannan
Wang, Qingfeng
Wu, Xiyong
Ling, Sixiang
Guo, Deping
author_sort Liao, Xin
collection PubMed
description Black shale, which usually contains pyrite, is easily oxidized and generates acid discharge. This acidic environment is not favorable for concrete in engineering applications and is likely to affect the durability of engineering structures. This study investigated the effect of acid discharge from the weathering of black shale on the strength of concrete under partially immersed conditions. Black shale concrete immersion tests were conducted at different immersion depths to evaluate the oxidation conduction of black shale. Water chemistry and oxidation products were monitored during and after the immersion tests. The quality and strength of the black shale and concrete specimens were obtained before and after the immersion by testing the ultrasonic wave velocity and uniaxial compressive strength. The results indicated that a lower immersion depth of black shale reveals a higher degree of oxidation, and the capillary zone in black shale is critical for black shale oxidation in terms of mass transfer. The ultrasonic velocity of the concrete showed different change patterns in the immersed and non-immersed zones. Precipitation and additional hydration enhanced the quality and entirety of the concrete (increased ultrasonic velocity) at the non-immersed or partially-immersed zones, while the dissolution of concrete was dominant in the immersed zone (decreased ultrasonic velocity) and induced a reduction of concrete quality. The compressive strength of the concrete was enhanced after immersion. The concrete strength slightly increased by 5–15%. This phenomenon is attributed to the filling of the voids by the precipitations of minerals, such as goethite and anhydrite.
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spelling pubmed-73214952020-06-29 Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete Liao, Xin Zhang, Wenda Chen, Jiannan Wang, Qingfeng Wu, Xiyong Ling, Sixiang Guo, Deping Materials (Basel) Article Black shale, which usually contains pyrite, is easily oxidized and generates acid discharge. This acidic environment is not favorable for concrete in engineering applications and is likely to affect the durability of engineering structures. This study investigated the effect of acid discharge from the weathering of black shale on the strength of concrete under partially immersed conditions. Black shale concrete immersion tests were conducted at different immersion depths to evaluate the oxidation conduction of black shale. Water chemistry and oxidation products were monitored during and after the immersion tests. The quality and strength of the black shale and concrete specimens were obtained before and after the immersion by testing the ultrasonic wave velocity and uniaxial compressive strength. The results indicated that a lower immersion depth of black shale reveals a higher degree of oxidation, and the capillary zone in black shale is critical for black shale oxidation in terms of mass transfer. The ultrasonic velocity of the concrete showed different change patterns in the immersed and non-immersed zones. Precipitation and additional hydration enhanced the quality and entirety of the concrete (increased ultrasonic velocity) at the non-immersed or partially-immersed zones, while the dissolution of concrete was dominant in the immersed zone (decreased ultrasonic velocity) and induced a reduction of concrete quality. The compressive strength of the concrete was enhanced after immersion. The concrete strength slightly increased by 5–15%. This phenomenon is attributed to the filling of the voids by the precipitations of minerals, such as goethite and anhydrite. MDPI 2020-05-31 /pmc/articles/PMC7321495/ /pubmed/32486460 http://dx.doi.org/10.3390/ma13112515 Text en © 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Liao, Xin
Zhang, Wenda
Chen, Jiannan
Wang, Qingfeng
Wu, Xiyong
Ling, Sixiang
Guo, Deping
Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title_full Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title_fullStr Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title_full_unstemmed Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title_short Deterioration and Oxidation Characteristics of Black Shale under Immersion and Its Impact on the Strength of Concrete
title_sort deterioration and oxidation characteristics of black shale under immersion and its impact on the strength of concrete
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7321495/
https://www.ncbi.nlm.nih.gov/pubmed/32486460
http://dx.doi.org/10.3390/ma13112515
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