Article · Materials science forum · April 1, 2019
Optimization of Compressive Strength of Reactive Powder Concrete for an Energy Storage Pile Application Using Response Surface Method
Umut Bakhbergen, Eldar Sharafutdinov, Aidana Tleuken, Chang-Seon Shon, Dichuan Zhang, Jong Ryeol Kim
Abstract
The main goal of this study was to optimize the compressive strength of reactive powder concrete (RPC) for an energy storage pile application using response surface method (RSM). The compressive strength of 9 different RPC mixtures along with 3 plain concrete mixtures was determined. Silica fume (SF) content and the water-to-binder ratio (w/b) were selected as parameters to influence the compressive strength of the concrete mixture. RSM regression analysis was used to develop a prediction model of compressive strength. Based on test results and linear interpolation, the combination of 20.46% SF and w/b=0.20 was determined to achieve the highest compressive strength.
More by Aidana Tleuken
- Balancing Economic Viability and Environmental Impact in Circular Business TransitionsCircular Economy and Sustainability · 2026
- From Policy to Practice: A Global Review of Circular Economy Strategy Documents in Construction Using NLPBusiness Strategy and the Environment · 2026
- From atoms to allies: a social network analysis of information and resource exchange in hubs for circularityJournal of Industrial Ecology · 2026
- Assessing Financial Considerations of Circular Economy Practices Across Life Cycle Stages in the Construction IndustryCircular Economy and Sustainability · 2026
