Abstract

Metakaolin has been incorporated into high-performance fiber-reinforced concrete for wellbore wall drilling to enhance its durability in strata with highly mineralized water. This study established a benchmark, utilizing fly ash, slag powder, and metakaolin as the factors in an orthogonal test to assess the durability of concrete against sulfate attack. The range analysis and an integrated balance method were employed to optimize the mix proportion, the optimized mix proportion of high-performance concrete was determined as concrete: cement: fly ash: slag powder: metakaolin: pumping agents: gravel: sand: water: polyvinyl alcohol = 1: 0.2: 0.075: 0.05: 0.106: 2.767: 1.556: 0.371: 0.003. The apparent and microscopic morphologies before and after the erosion of both the benchmark group and optimized mix proportion group were investigated. The triaxial permeability tests were conducted on these groups under varying confining pressures to elucidate concrete permeability trends. Additionally, a damage constitutive model for concrete under a sulfate attack was formulated based on the durability tests. This study could provide valuable insights into the industrial utilization of concrete in deep shafts within highly mineralized water strata in Northwestern China.

Details

Title
Development of high-performance fiber-reinforced concrete for drilling wellbore walls in highly mineralized strata and its sulfate attack resistanceattack resistance
Author
Din, Zongchuang 1   VIAFID ORCID Logo  ; Yao, Zhishu 1   VIAFID ORCID Logo  ; Hu, Kun 1 ; Yu, Fang 1 

 School of Civil Engineering and Architecture, Anhui University of Science and Technology , Huainan, 232001, People’s Republic of China 
First page
085305
Publication year
2024
Publication date
Aug 2024
Publisher
IOP Publishing
e-ISSN
20531591
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
3093169164
Copyright
© 2024 The Author(s). Published by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.