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

black shale compressive strength concrete ultrasonic velocity water-rock interaction

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
31 May 2020
Historique:
received: 20 04 2020
revised: 21 05 2020
accepted: 29 05 2020
entrez: 4 6 2020
pubmed: 4 6 2020
medline: 4 6 2020
Statut: epublish

Résumé

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.

Identifiants

pubmed: 32486460
pii: ma13112515
doi: 10.3390/ma13112515
pmc: PMC7321495
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : National Natural Science Foundation of China
ID : 41502269
Organisme : National Natural Science Foundation of China
ID : 41877215
Organisme : National Natural Science Foundation of China
ID : 41701347
Organisme : Key Research Development Program of Sichuan Province
ID : 2019YFG0460
Organisme : Fundamental Research Funds for the Central Universities
ID : 2682017CX078

Références

Materials (Basel). 2019 Mar 09;12(5):
pubmed: 30857272

Auteurs

Xin Liao (X)

Faculty of Geoscience and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China.
MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 611756, China.
World Heritage Research Center, Southwest Jiaotong University, Chengdu 611756, China.

Wenda Zhang (W)

Faculty of Geoscience and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China.

Jiannan Chen (J)

Department of Civil, Environmental, and Construction Engineering, University of Central Florida, Orlando, FL 32816, USA.

Qingfeng Wang (Q)

Powerchina Raliway Construction Co., Ltd., Beijing 100048, China.

Xiyong Wu (X)

Faculty of Geoscience and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China.
MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 611756, China.

Sixiang Ling (S)

Faculty of Geoscience and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China.

Deping Guo (D)

Sichuan Railway Investment Group Co., Ltd., Chengdu 610081, China.
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.

Classifications MeSH