Optimum design of the quaternary composite binder considering strength, cost, and electrical resistivity

Title
Optimum design of the quaternary composite binder considering strength, cost, and electrical resistivity
Author
김태수
Keywords
Composite paste; Cost; Durability (electrical resistivity); Optimal design; Satisfaction degree; Strength
Issue Date
2023-12
Publisher
Elsevier BV
Citation
Case Studies in Construction Materials, v. 19, article no. e02623, Page. 1.0-15.0
Abstract
The optimal design of cementitious materials containing admixtures is one of the important topics in the sustainable development of cement-based materials. In this paper, an experimental study and optimal design study of a quaternary cement paste containing cement, limestone, clay, and slag are carried out. The experimental research included the strength and electrical resistivity at 28 days. The three aspects of strength, cost, and electrical resistivity (durability) were taken into consideration when optimizing the design. The goal of design optimization is to reduce the cost and increase the electrical resistivity as much as possible while meeting the strength level. First, the results of the experiments are summarized as follows: with increasing limestone, clay, and slag content, the 28-day strength showed a decreasing trend, the 28-day electrical resistivity showed an increasing trend, and the cost of paste showed a linear decreasing trend. Second, the optimum design results are summarized as follows: when the strength increases, the cost of composite paste increases from 328.67 to 383.52 CHF/m3, and the satisfaction degree of the cost decreases from 0.97 to 0.44; and the electrical resistivity of composite paste decreases from 34.85 to 15.42 kΩ∙cm, the satisfaction degree of electrical resistivity decreases from 0.99 to 0.39. Third, the trend of the optimal design results is consistent with the trend of the experimental results, and the optimal design method in this paper can be used as an effective tool for the optimal design of structural materials. © 2023 The Authors
URI
https://www.sciencedirect.com/science/article/pii/S2214509523008033?via%3Dihubhttps://repository.hanyang.ac.kr/handle/20.500.11754/187551
ISSN
2214-5095
DOI
10.1016/j.cscm.2023.e02623
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ETC
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